PROPOSED CONSTRUCTION OF PERMANENT CAMPUS FOR NIELIT

AT
BODHJUNG NAGAR, AGARTALA TRIPURA WEST.

VOL – III
BILL OF QUANTITIES

National Building Construction Corporation Limited

(A Government of India Enterprise)

RBG (TRIPURA):
Head Office: PMGSY/ UD/ JNNUR/ IBBF Work,
N.B.C.C. Bhawan Jackson Gate Building,
Lodhi Road, 3rd Floor, Lenin Sarnai,
New Delhi – 110003, India, Agartala – 799001 (West Tripura)
Phone: +91-11-24366995 Tel: 0381 – 2382430/ 2383652 (O),
E-mail: [email protected] Fax: 0381 – 2311517,
Web: www.nbccindia.com E-mail: [email protected]

PDF processed with CutePDF evaluation edition www.CutePDF.com

 National Buildings Construction Corporation Limited
(A GOVT. OF INDIA ENTERPRISE)

Name of Work:- Construction of Permanent Campus for NIELIT at Bodhjung Nagar, Agartala, Tripura State
Quoting Sheet for the Bidder

NIT No.- NBCC/ED/RBG/AGT/Engg./UD/2012/45 Date : 24.12.2012

Name of Work:- Construction of NEILIT Campus at Agartala.

Name of the Firm

Prcentage above or below or At par the estimated cost

Above or Below or At Amount Above or Below or At

Sr.No. Name of component BOQ Amount % in Figures In Words
par par Total Cost
1 2 3 4 5 6 7=(3*5) 8=(3+7)

Construction of NEILIT
1 185,124,077.00
Campus at Agartala.

Discount if Any

Total in figure
0.00
Total in words

1 Only one of the options is to be filled. More than one option shall be rejected.
2 Rate filled in any form shall be considered only in %age
3 Rate shall be filled both in figures and in words, otherwise tender shall be rejected
4 Rate filled at any other place in the document shall not be considered.
5 No condition shall be accepted.

Page 1
 NATIONAL BUILDINGS CONSTRUCTION CORPORATION LIMITED
"CONSULTANCY DIVISION"
NAME OF THE WORK:PROPOSED CONSTRUCTION OF ALL BUILDINGS FOR NIELIT AT AGARTALA,TRIPURA.

ABSTRACT OF COST
S.NO. DESCRIPTION AMOUNT OF SCHEDULE ITEMS AS AMOUNT OF NON SCHEDULE ITEMS
PER DSR 2012 (RS.) AS PER MARKET RATE (RS.)

1.0 ACADEMIC BUILDING 39031845.30 13993598.97

2.0 ADMINISTRATION BUILDING 27755636.12 12563975.38
3.0 GIRL'S HOSTEL 18810153.60 2235755.41
4.0 BOY'S HOSTEL 18912519.90 2214953.69
5.0 QTR TYPE I & III 4440316.10 611152.48
6.0 METER ROOM ,PANEL ROOM,GUARD ROOM 3827886.38 605392.00
AND SUBSTATION BUILDING
7.0 WORK SHOP 1799361.15 959582.41
8.0 SEPTIC TANK 1116366.30
9.0 UNDERGROUND TANK 1202059.30
10.0 TUBEWELL 954413.79
11.0 IRON REMOVAL PLANT 553172.41
12.0 ROAD 8477706.50
13.0 BOUNDARY WALL 10081488.75 2196724.12
14.0 STORM WATER DRAIN 1186965.75 61553.00
15.0 RETAINING WALL 3427384.75
16.0 STREET LIGHT 71500.00 3247987.00
17.0 SUBSTATION EQUIPMENT 578233.00 4206393.45
TOTAL SCHEDULE ITEMS (A) 140719422.89 44404654.12
TOTAL NON SCHEDULE ITEMS (B) 44404654.12
TOTAL (A+B) 185124077.01

SAY 185124077.00

Page 2
 NATIONAL BUILDINGS CONSTRUCTION CORPORATION LIMITED
"CONSULTANCY DIVISION"
NAME OF THE PROJECT: CONSTRUCTION. OF PROPOSED ACADEMIC BLOCK FOR NIELIT AT
AGARTALA,TRIPURA

SUMMARY OF COST
S.NO. DESCRIPTION AMOUNT AS PER DSR AS PER MARKET
2012 (RS.) RATE (RS.)

1.0 CIVIL WORK MAIN BUILDING 35135934.79 6495493.97

2.0 INTERNAL & EXTERNAL PLUMBING WORKS 861379.01 254827.59

3.0 INTERNAL ELECTRICAL WORK, LAN SYSTEM , LIFT, 2856194.00 7227636.03

UPS SYSTEM AND AIR CONDITIONING
4.0 HORTICULTURE & LANDSCAPING: 178337.50 15641.38

TOTAL 39031845.30 13993598.97

Page 3
 NAME OF THE PROJECT: CONSTRUCTION. OF PROPOSED ACADEMIC BLOCK FOR NIELIT AT
AGARTALA,TRIPURA
ABSTRACT OF COST
SL.NO. DESCRIPTION AMOUNT BASED ON
DSR-2012 (RS.) NON SCHEDULED
MARKET RATE
1 CARRIAGE OF MATERIAL 3311.50
2 EARTH WORK 1601135.50
3 CONCRETE WORK 1123941.50 25655.17
4 RCC WORK 16266355.35
5 BRICK WORK 15825.00 3513836.03
6 MARBLE WORK 4668891.60
7 WOOD WORK 1022873.79
8 STEEL WORK 477700.05 392248.28
9 FLOORING WORK 2940266.50 456372.41
10 ROOFING WORK 693593.05
11 FINISHING WORK 3197114.50 100137.93
12 ALUMINIUM WORK 2316711.45 1943724.14
13 WATER PROOFING WORK 808215.00
14 MISCELLANEOS ITEMS 63520.00
(A) 35135934.79 6495493.97 (B)

Page 4
 NAME OF THE PROJECT: CONSTRUCTION. OF PROPOSED ACADEMIC BLOCK FOR NIELIT AT AGARTALA,TRIPURA
CIVIL WORKS
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
CARRIAGE OF MATERIALS
1 1.1. By mechnical transport including loading, unloading & stacking
1.1.1 Lime,moorum,Building rubbish
a) 1 KM Cum 50.00 66.23 3311.50
TOTAL CARRIED OVER TO SUMMARY 3311.50
EARTH WORK:
2 2.6 Earth work in excavation by mechanical means (Hydraulic
excavator/manual means over areas (exceeding 30cm in depth , 1.5m in
width as well as 10 sqm on plan) including disposal of excavated
earth,lead upto 50m and lift upto 1.5m disposed earth to be levelled and
neatly dressed.
a) 2.6.1 All kinds of soil. cum 400.00 129.35 51740.00
3 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides cum 3600.00 83.80 301680.00
of foundations etc. in layers not exceeding 20cm in depth, consolidating
each deposited layer by ramming and watering lead upto 50 mtrs. and lift
upto 1.5 mtr.
4 2.27 Supplying and filling in plinth with local sand under floors including Cum 390.00 749.30 292227.00
watering, ramming consolidating and dressing complete.
5 2.34 Supplying chemical emulsion in sealed containers including delivery as
specified.
a) 2.34.1 Chlorpyriphos/Lindane Emulsifiable concentrate of 20%. Ltr. 130.00 185.95 24173.50
6 2.35 Diluting and injecting chemical chemical emulsion for POST
CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical
emulsion)
a) 2.35.3 Treatment of soil under existing floors using chemical emulsion @ one ltr.
Per hol, 300mm apart including drilling 12mm diameter holes and plugging
with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing
floor.
i) 2.35.3.1 With Chlorpyriphos /Lindane E C. 20% with 1% concentration. Sqm 1100.00 88.25 97075.00
7 16.3 Supplying and stacking at site:
a) 16.3.9 Good earth Cum 3200.00 260.70 834240.00
TOTAL CARRIED OVER TO SUMMARY 1601135.50

Page 5 1. CIVIL-ACADEMIC BLOCK

SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
CONCRETE WORK:
8 4.1 Providing and laying in position cement concrete of specified grade
excluding the cost of centring and shuttering - All work upto plinth level:

a) 4.1.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm cum 115.00 4514.05 519115.75
nominal size)
b) 4.1.6 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm cum 97.00 3888.20 377155.40
nominal size)
c) 4.1.8 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm cum 30.00 3593.30 107799.00
nominal size)
9 4.2 Providing and laying cement concrete in retaining walls, return walls, walls
(any thickness) including attached pilasters, columns, piers, abutments,
pillars, posts, struts, buttresses, string or lacing coarses, parapets, coping,
bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five
level, excluding the cost of centering, shuttering and finishing:

a) 4.2.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm cum 10.00 4782.35 47823.50
nominal size)
10 4.11 Providing and laying damp-proof coarse 50mm thick cement concrete 1:2:4 Sqm 71.00 254.70 18083.70
(1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal
size)
11 4.12 Extra for providing and mixing water proofing material 'Impermo' or per 50 kg. 470.00 35.35 16614.50
equivalent in cement concrete work @ 1 kg. Per 50 Kg. of cement. cement
12 4.13 Applying a coat of residual petroleum bitumen of penetration 80/100 of Sqm 71.00 96.65 6862.15
approved quality using 1.7 kg. Per Sqm on damp proof course after
cleaning the surface with brushes and finally with a piece of cloth lightly
soaked in Kerosene oil.
13 4.17 Making Plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : Sqm 90.00 338.75 30487.50
3 Coarse sand :6 graded stone aggregate 20mm nominal size) over 75 mm
bed of dry bricks ballast 40mm nominal size well rammed and consolidated
and grouted with fine sand including finishing the top smooth.

TOTAL CARRIED OVER TO SUMMARY 1123941.50

Page 6 1. CIVIL-ACADEMIC BLOCK

SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
NON-SCHEDULE ITEM:
14 NS Providing and laying in position dry brick ballast 40mm nominal size and Cum 40.00 641.38 25655.17
grouted with fine sand including finishing the top smooth upto floor five
level.

TOTAL CARRIED OVER TO SUMMARY 25655.17

RCC WORK:
15 5.9 Centring and shuttering including strutting, propping etc. and removal of
form for:
a) 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 675.00 166.90 112657.50
b) 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and sqm 100.00 285.15 28515.00
string courses etc.
c) 5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 3408.00 311.20 1060569.60
d) 5.9.4 Shelves (Cast in situ) sqm 200.00 311.20 62240.00
e) 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 3431.00 262.25 899779.75
f) 5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts sqm 1400.00 365.60 511840.00
g) 5.9.7 Stairs, (excluding landings) except spiral-staircases. sqm 45.00 326.30 14683.50

h 5.9.13 Vertical and horizontal fins individually or forming box louvers band, facias sqm 150.00 470.10 70515.00
and eaves boards

i) 5.9.15 Small lintels not exceeding 1.5m clear span, moulding as in cornices, sqm 150.00 166.90 25035.00
window sills, string courses, bands, copings, bed plates, anchor blocks
and the like.
j) 5.9.16 Edges of slabs and breaks in floors and walls
k 5.9.16.1 Under 20 cms wide Mtr. 500.00 99.45 49725.00
l) 5.9.18 Small surfaces such as cantilever ends, brackets and ends of steps, caps sqm 100.00 398.35 39835.00
m 5.9.19 and bases
Weather to pilasters
shade, and
chajjas, columns
corbels etc.and the likeedges.
including sqm 125.00 411.10 51387.50

Page 7 1. CIVIL-ACADEMIC BLOCK

SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
16 5.18 Providing precast cement concrete Jali 1:2:4 (1 cement: 2 coarse sand: 4
stone aggregate 6mm nominal size) reinforced with 1.6mm dia mild steel
wire including centring & shuttering roughening cleaning, fixing and
finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete
excluding plastering of the jambs, sills and soffits.

a) 5.18.1 50mm thick Sqm 40.00 598.15 23926.00

17 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete
a) 5.22.6 Thermo-Mechanically Treated bars Kg. 25200.00 62.25 1568700.00

18 5.22 A Reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete
a) 5.22A.6 Thermo-Mechanically Treated bars Kg. 105080.00 62.25 6541230.00

19 5.33 Providing and laying in position machine batched, machine mixed and
machine vibrated design mix cement concrete of specified grade for
reinforced cement concrete work including pumping of concrete to site of
laying but excluding the cost of centring, shuttering, finishing and
reinforcement-including admixture in recommended proportions as per
IS:9103 to accelerate, retard setting of concretre, improve workability
without impairing strength and durability as per direction of Engineer-in-
charge.
Note-cement content considered in this item is @330kg/cum. Excess/less
cement used as per design mix is payable /recoverable separately ).

a) 5.33.1 All works upto plinth level Cum 210.00 5242.15 1100851.50
b) 5.33.2 All works above plinth level upto floor five level Cum 710.00 5781.50 4104865.00

TOTAL CARRIED OVER TO SUMMARY 16266355.35

20 6.15 Extra for providing and placing in position 2 Nos. 6 mm dia MS bars at Sqm 250.00 63.30 15825.00
every third course of half brick masonry (with FPS bricks)

TOTAL CARRIED OVER TO SUMMARY 15825.00

Page 8 1. CIVIL-ACADEMIC BLOCK

SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
NON-SCHEDULE ITEM:

21 NS Brick work with FPS bricks of class designation 100 in foundation & plinth
in:
a) Cement mortar 1:6 (1 cement: 6 coarse sand) Cum 45.00 3964.2 178389.00

22 NS Brick work with F.P.S. bricks of class designation 100 in superstructure

above plinth level up to floor V level in all shapes and sizes in:
a) Cement mortar 1:6 (1 cement: 6 coarse sand) Cum 755.00 4160.34 3141060.34
23 NS Brick work in plain arches in superstructure including centering and Cum 10.00 6484.53 64845.31
shuttering complete for span upto 6m with F.P.S. brick of class designation
100 in cement mortar 1:3 (1 cement: 3 coarse sand).

24 N.S 125mm brick masonry with FPS bricks of class designation 100 in
supersructure above plinth in level upto floor V level
a) Cement mortar 1:4 (1 cement: 4 coarse sand) Sqm 250.00 518.17 129541.38

TOTAL CARRIED OVER TO SUMMARY 3513836.03

MARBLE WORK:
25 8.2 Providing and fixing 18mm thick gang saw cut mirror (polished
premoulded and prepolished) machine cut for kitchen platforms, vanity
counters, window sills, facias and similar locations of required size of
approved shade, colour and texture laid over 20mm thick base cement
mortar 1:4 (1 cement: 4 coarse sand) with joints treated with white cement,
mixed with matching pigment,epoxy touch ups, including rubbing curing,
moudling and polishing to edge to give high gloss finish etc. complete at
all levels.
a) 8.2.1 White marble - Raj Nagar plain /udaipur green marble /zebra black marble

i) 8.2.1.2 Area of slab over 0.50 Sqm Sqm 16.00 1980.80 31692.80
26 8.2.2 Granite of any colour and shade
i) 8.2.2.2 Area of slab over 0.50 Sqm Sqm 1500.00 3083.40 4625100.00

Page 9 1. CIVIL-ACADEMIC BLOCK

SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
27 8.3 Extra for providing edge moulding to 18mm thick marble stone counters,
Vanities etc. Including machine polishing to edge to give high gloss finish
etc. Complete as per design approved by Engineer-in-Charge.

a) 8.3.1 Marble work. Mtr. 40.00 105.70 4228.00

28 8.5 Extra for providing opening of required size & shape for wash basins / Each 28.00 281.10 7870.80
kitchen sink in kitchen platfrom, vanity counters and similar location in
marble / Granite / stone work including necessary holes for pillar taps etc.
Including rubbing and polishing necessary etc. complete.
TOTAL CARRIED OVER TO SUMMARY 4668891.60
WOOD WORK:
29 9.1 Providing wood work in frames of doors, windows, clerestory windows and
other frames, wroght framed and fixed in position.

a) 9.1.1 Second class teak wood cum 3.80 85813.30 326090.54

30 9.20 Providing and fixing ISI marked flush door shutters conforming to IS:2202 .
(Part-I) decorative type, core of block board construction with frame of 1st
class hard wood and well matched commercial 3 ply veneering with
vertical grains or cross bands and face veneers on both faces of shutters.

a) 9.20.1 35 mm thick including ISI marked stainless steel butt hinges with Sqm 160.00 2159.05 345448.00
necessary screws.
31 9.48 Providing and fixing MS grills of required pattern in frames of windows etc.
with MS flats, square or round bars etc. all complete
a) 9.48.2 Fixed to opening /wooden frames Kg. 2471.00 98.20 242652.20

32 9.96 Providing and fixing aluminium sliding door bolts ISI marked anodised
(anodic coating not less than grade AC 10 as per IS: 1868) transparent or
dyed to required colour or shade with nuts and screws etc. complete:

a) 9.96.1 300 x 16 mm Each 32.00 203.80 6521.60

b) 9.96.2 250 x 16 mm Each 32.00 168.95 5406.40

Page 10 1. CIVIL-ACADEMIC BLOCK

SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
33 9.97 Providing and fixing aluminium tower bolt ISI marked anodised (anodic
coating not less than grade AC 10 as per IS :1868) transparent or dyed to
required colour or shade with necessary screws etc. complete:

a) 9.97.1 300x10 mm Each 82.00 100.40 8232.80

b) 9.97.2 250x10 mm Each 82.00 86.45 7088.90

c) 9.97.4 150x10 mm Each 44.00 59.00 2596.00

34 9.99 Providing and fixing 50cm long aluminium kicking plate 100x3.15mm Each 2.00 155.35 310.70
anodised (anodic coating not less than grade AC 10 as per IS:1868)
transparent or dyed to required colour or shade with necessary screws etc.
complete:
35 9.83 Providing & fixing IS:3564 marked aluminium Die cast body tubular type Each 63.00 610.60 38467.80
universal hydraulic door closer with necessary accessories and screws
etc. complete
36 9.100 Providing and fixing aluminium handles ISI marked anodised (anodic
coating not less than grade AC 10 as per IS:1868) transparent or dyed to
required colour or shade with necessary screws etc. complete:

a) 9.100.1 125 mm Each 82.00 62.50 5125.00

b) 9.100.2 100 mm Each 44.00 49.55 2180.20
37 9.101 Providing and fixing aluminium hanging floor door stopper ISI marked
anodised (anodic coating not less than grade AC 10 as per IS :1868)
transparent or dyed to required colour or shade with necessary screws etc.
complete:

a) 9.101.2 Twin rubber stopper Each 63.00 71.55 4507.65

38 9.103 Providing & fixing bright finished brass 100 mm mortice latch & lock ISI Each 40.00 706.15 28246.00
marked with 6 levers and a pair of anodised(anodic coating not less than
grade AC 10 as per IS :1868) aluminium lever handles with necessary
screws etc. complete (Best make of approved quality)
TOTAL CARRIED OVER TO SUMMARY 1022873.79

Page 11 1. CIVIL-ACADEMIC BLOCK

SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
STEEL WORK
39 10.5 Providing and fixing 1mm thick MS sheet door with frame of 40x40x6mm
angle iron and 3mm MS gusset plates at the junctions and corners, all
a) 10.5.1 necessary
Using fittings40x40x6mm
MS angle complete, including applying
for diagonal a primer coat of approved
braces. Sqm 2.10 2551.45 5358.05
40 10.11 Providing & fixing factory made ISI marked steel glazed doors, windows Kg. 50.00 96.30 4815.00
and ventilators side/top/central hung with beading and all members such
as K11B and K12B etc. complete of standard rolled steel sections, joints
mitred and flash butt welded and sash bars tenoned and riveted with
15x3mm lugs, 10cm long, embedded in cement concrete blocks
15x10x10cm of 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate
20mm nominal size) or with wooden plugs and screws or rawl plugs and
screws or with fixing clips or with bolts and nuts as required, including
providing and fixing of hinges, pivots, float glass panes with glazing clips
and special metal sash putty of approved make and a priming coat of
approved steel primer, excluding the cost of metal beading and other
fittings except necessary hinges or pivots complete as per approved
design.
41 10.13 Providing & fixing T-iron frames for doors, windows & ventilators of mild Kg. 50.00 73.30 3665.00
steel T-sections, joints mitred and welded with 15x3 mm lugs, 10 cm long,
embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement: 3
coarse sand: 6 graded stone aggr. 20 mm nominal size) or with wooden
plugs & screws or rawl plugs and screws or with dash fasteners or with
fixing clips or with bolts and nuts as required, including fixing of necessary
butt hinges & screws and applying a priming coat of approved steel primer.

42 10.14 Providing and fixing pressed steel door frames conforming to IS:4351
manufactured from commercial mild steel sheet of 1.25 mm thickness
including hinges, jamb, lock jamb, bead and if required angle threshold of
mild steel angle of section 50x 25 mm, or base ties of 1.25 mm pressed
mild steel welded or rigidly fixed together by mechanical means, adjustable
lugs with split end tail to each jamb including steel butt hinges 2.5 mm
thick with mortar guards, lock strike-plate and shock absorbers as
specified and applying a coat of approved steel primer after pre-treatment
of the surface as directed by the Engineer-in-charge.

a) 10.14.1 Profile B
i) 10.14.1.1 Fixing with adjustable lugs with split end tail to each jamb Mtr 10.00 346.75 3467.50

Page 12 1. CIVIL-ACADEMIC BLOCK

SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
43 10.25 Steel work welded in built up sections/framed work including cutting
hoisting, fixing in position and applying a priming coat of approved steel
primer using structural steel etc. as required
a) 10.25.2 In gratings, frames, guard bar, ladders, railings, brackets, gates & similar Kg. 150.00 77.90 11685.00
works
44 10.18 Providing and fixing circular/hexagonal cast iron or MS sheet box for Each 110.00 117.45 12919.50
ceiling fan clamp of internal dia 140mm, 73mm height, top lid of 1.5mm
thick M.S. sheet with its top surface hacked for proper bonding, top lid
shall be screwed into the cast iron/ MS box by means of 3.3mm dia round
headed screws, one lock at the corners. Clamps shall be made of 12mm
dia M.S. bar bent to shape as per standard drawing.
a) 10.26 Providing and fixing hand rail of approved size by welding etc. to steel
ladder railing, balcony railing & staircase railing including applying a
priming coat of approved steel primer.
i) 10.26.1 MS tube Kg. 200.00 86.45 17290.00
45 10.28 Providing and fixing stainless steel ( grade 304 )railing made of Hollow
tubes , channels , plates etc , including welding grinding , buffing
,polishing and making curvature ( wherever required ) and fitting the same
with necessary stainless steel nuts and bolts complete ,I/c fixing the railing
with necessary accessories &stainless steel dash fasteners ,stainless
steels bolts etc ,of required size ,on the top of the floor or the side of waist
slab with suitable arrangment as per approval of Engineers -in-charge, (
for payment purpose only weight of stainless steel members shall be
considered excluding fixing accesories such as nuts ,bolts, fasteners etc

Kg 750.00 558.00 418500.00

TOTAL CARRIED OVER TO SUMMARY 477700.05
NON-SCHEDULE ITEM:
45A Providing and fixing stainless steel ( grade 304 ) Hollow tubes , for space
frames with suitable arrangment as per approval of Engineers -in-charge, (
for payment purpose only weight of stainless steel members shall be
considered excluding fixing accesories such as nuts ,bolts, fasteners etc

Kg 964.00 406.90 392248.28

TOTAL CARRIED OVER TO SUMMARY 392248.28

Page 13 1. CIVIL-ACADEMIC BLOCK

SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.

FLOORING WORK
46 11.4 52 mm thick cement concrete flooring with concrete hardener topping Sqm 40.00 420.50 16820.00
under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand:
4 graded stone aggregate 20 nominal size) and top layer 12 mm thick
cement hardener consisting of mix 1:2 (1 cement hardener mix: 2 stone
aggregate 6 mm nominal size) by volume hardening compound is mixed @
2 Ltrs per 50 kg. of cement or as per manufacturer specifications. This
includes cost of cement slurry, but excluding the cost of nosing of steps
etc. complete
47 11.6 Cement plaster skirting (upto 30 cm height) with cement mortar 1:3 (1
cement: 3 coarse sand) finished with a floating coat of neat cement.

a) 11.6.1 18 mm thick Sqm. 50.00 258.20 12910.00

48 11.13 Providing & fixing glass strips in joints of terrazo/cement concrete floors.

a) 11.13.1 40 mm wide and 4 mm thick Mtr. 10.00 29.40 294.00

49 11.16 Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12
mm laid in floors, and landings, jointed with neat cement slurry mixed with
pigment to match the shade of the tiles including rubbing and polishing
complete with precast tiles on 20 mm thick bed of cement mortar 1:4 (1
cewment: 4 coarse sand)
a) 11.16.1 Light shade using white cement Sqm 100.00 769.35 76935.00

50 11.23 Marble stone flooring with 18 mm thick marble stone (sample of marble
shall be approved by Engineer-In-Charge) over 20mm (average) thick
base of 1:4 (1 cement: 4 coarse sand) laid and jointed with grey cement
slurry includiong rubbing and polishing complete with:
a) 11.23.2 Raj nagar plain Sqm 200.00 1265.35 253070.00

b) 11.23.5 Udaipur green marble Sqm 50.00 1418.95 70947.50

51 11.25 Extra for marble stone flooring in treads of steps and risers using single Sqm 40.00 230.55 9222.00
length upto 2mtr..

Page 14 1. CIVIL-ACADEMIC BLOCK

SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
52 11.26 Kota stone slab flooring over 20 mm (average) thick base laid over and
jointed with grey cement slurry mixed with pigment to match the shade of
the slab including rubbing and polishing complete with base of cement
mortar 1:4 (1 cement: 4 coarse sand)

a) 11.26.1 25 mm thick Sqm 200.00 945.70 189140.00

53 11.27 Kota stone slab 25 mm thick in risers of steps, skirting dado and pillars Sqm 100.00 954.10 95410.00
laid on 12 mm(average) thick cement mortar 1:3 (1 cement : 3 coarse
sand) & jointed with grey cement slurry mixed with pigment to match the
shade of the slabs including rubbing and polishing complete.

54 11.36 Providing & fixing Ist quality ceramic glazed wall tiles conforming to Sqm 120.00 724.25 86910.00
IS:15622 (thickness to be specified by the manufacturer) of approved
make in all colours, shades except Burgundy, bottle green, black of any
size as approved by Engineer-in-charge in skirting, risers of steps & dados
over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and
jointing with grey cement slurry @3.3 Kg per sqm including pointing in
white cement mixed with pigment of matching shade complete.

55 11.39 Providing & laying rectified glazed ceramics floor tiles 300x300mm or more Sqm 132.00 931.50 122958.00
(thickness to be specified by the manufacturer) of Ist quality conforming to
IS:15622 of approved make in colours White, Ivory, Grey, Fume, Red
Brown, laid on 20 mm thick cement mortar 1:4 (1 cement :4 coarse sand)
including grouting the joints with white cement and matching pigments etc.
complete.
56 11.41 Providing & laying vitrified floor tiles in different sizes (thickness to be
specified by the manufacturer) with water absorptions less than 0.08% and
conforming to IS:15622 of approved make in all colours and shades, laid
on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including
grouting the joints with white cement and matching pigments etc. complete.

a) 11.41.2 Size of tile 60x60cm Sqm 1500.00 1337.10 2005650.00

TOTAL CARRIED OVER TO SUMMARY 2940266.50

Page 15 1. CIVIL-ACADEMIC BLOCK

SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
NON-SCHEDULE ITEM:
57 Providing and laying pioneer tiles including all accessories of approved Sqm 615.00 742.07 456372.41
quality and specification as per drawings and directions of Engineer-In -
Chage .
TOTAL CARRIED OVER TO SUMMARY 456372.41
ROOFING WORK
58 12.21 Providing gola 75x75mm in cement concrete 1:2:4 (1 cement: 2 coarse
sand: 4 stone aggregate 10mm and down gauge) including finishing with
cement mortar 1:3 (1 cement: 3 fine sand) as per standard design:

a) 12.21.1 In 75x75mm deep chase Mtr. 150.00 109.05 16357.50

59 12.22 Making khuras 45x45cm with average minmum thickness of 5cm cement Each 15.00 148.75 2231.25
concrete 1:2:4 (1 cement :2 coarse sand: 4 graded stone aggregate of 20
mm nominal size) over PVC sheet 1m x 1m x 400micron, finished with
12mm cement plaster 1:3 (1cement: 3 coarse sand) and a coat of neat
cement rounding of the edges and making and finishing the outlet
complete.
60 12.38 Providing and fixing MS holder bat clamps of approved design to C.I. or
S.C.I. rain water pipes embedded in and including cement concrete blocks
10 x 10 x 10 cm of 1:2:4 mix (1 cement:2 coarse sand : 4 graded stone
aggregate 20 mm nominal size) and cost of cutting holes and making good
the walls etc.

a) 12.38.2 For 150 mm dia pipe Each 50.00 121.80 6090.00

61 12.39 Providing lead caulked joints to sand cast iron rain water pipes and fittings:

a) 12.39.2 For 150 mm dia pipe Each 50.00 287.10 14355.00

62 12.40 Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes
conforming to IS:13592 Type A including jointing with seal ring conforming
to IS:5382 leaving to 10mm gap for thermal expansion. (i) Single socketed
pipes:
a) 12.40.1.1 150mm diameter Mtrs 150.00 407.85 61177.50

Page 16 1. CIVIL-ACADEMIC BLOCK

SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
63 12.42 Providing and fixing on wall face unplasticised- PVC moulded
fittings/accessories for unplasticised-Rigid PVC rain water pipes
conforming to IS:13592 Type A including jointing with seal ring conforming
to IS:5382 leaving to 10mm gap for thermal expansion.
a) 12.42.1 Coupler
i) 12.42.1.2 110mm Each 20.00 130.25 2605.00
b) 12.42.5 Bend 87.5"
i) 12.42.5.2 110mm bend Each 20.00 156.95 3139.00
c) 12.42.6 Shoe (plain)
i) 12.42.6.2 110mm shoe Each 20.00 287.05 5741.00
64 12.43 Providing and fixing unplasticised- PVC pipe clips of approved design to
unplasticised-PVC rain water pipes by means of 50x50x50mm hard wood
plugs, screwed with MS screws of required length including cutting brick
work and fixing in cement mortar 1:4 (1 cement:4 coarse sand) and making
good the walls etc. complete.
a) 12.43.2 110mm Each 20.00 144.60 2892.00
65 12.44 Providing & fixing to the inlet mouth of rain water pipe cast iron grating Each 20.00 32.75 655.00
15cm diameter and weighing not less than 440 gms.

Page 17 1. CIVIL-ACADEMIC BLOCK

SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
66 12.45 Providing and fixing at all height false ceiling including providing and
fixing of frame work made of special sections power pressed from MS
sheet and galvanised in accordance with zinc coating of grade 350 as per
IS:277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick
with flanges of 22 mm and 37 mm at 1200 mm centre to centre one flange
fixed to the ceiling with dash fastner 12.5 mm dia x 40 mm long with 6 mm
dia bolts to the angle hangers of 25x25x0.55 mm of required length and
other end of angle hanger being fixed with nut and bolts to GI channels 45
mm x 15 mm x 0.9 mm running at the rate of 1200 mm centre to centre to
which the ceiling section 0.5 mm thick bottom wedge of 80mm with tapered
flanges of 26mm each having clips of 10.5mm at 450mm centre to centre
shall be fixed in a direction perpendicular to GI channel with connecting
clips made out of 2.64mm dia x 230mm long GI wire at every junction
including fixing the gypsum board with ceiling section and perimeter
channels
0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long the
perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450
mm centre to centre with 25 mm long drive all screws @ 230 mm interval
including jointing and fixing to a flush finish of tapered and square edges
of the gypsum board with recommended filler, paper tapes, manufacturers
specification and also including the coat of making openings for light
fittings, grills diffusers, cutouts made with frame of perimeter channels
suitably fix all complete as per drawing and specification and direction of
the Engineer-in-Charge but excluding the cost of painting with:

a) 12.45.1 12.5 mm thick tapered edge gypsum baord conforming to IS:2095- Part-I. Sqm 157.00 691.40 108549.80

Page 18 1. CIVIL-ACADEMIC BLOCK

SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
67 12.53 Providing and Fixing 15 mm thick densified tegular edged eco friendly light Sqm 300.00 1566 469800.00
weight calcium silicate false ceiling tiles of approved texture spintone/
cosmos/ Hexa or equivalent of size 595 x 595 mm in true horizontal level,
suspended on inter locking metal grid of hot dipped galvanised section
(galvanising @ 120 grams per sqm including both side) consisting of main
'T' runner suitably spaced at joints to get required length and of size 24x38
mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to
centre, and cross "T" of size 24x28 mm made out of 0.33 mm (minimum)
sheet, 1200 mm long spaced between main 'T' at 600 mm centre to centre
to form a grid of 1200x600 mm and secondary cross 'T' of length 600mm
and size 24x28 mm made of 0.33 mm thick (minimum) sheet to be inter
locked at middle of the 1200x600 mm panel to from a grid 600x600 mm,
resting on periphery walls / partitions on a Peerimeter wall angle pre-
coated steel of size (24x24x3000 mm) made of 0.40 mm thick (minimum)
sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm
long dry wall screws @ 230 mm interval and laying 15 mm thick densified
edges calcium silicate ceiling tiles of approved texture (Spintone/
Cosmos/ Hexa) in the grid, including cutting/ making opening for services
like diffuser, grills, light fittings, fixtures, smoke detector etc. wherever
required. Main 'T' runners to be suspended from ceiling using G.I slotted
cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm
long dash fasteners, 4 mm G.I adjustable rods with galvanised steel level
clips of size 85x30x0.8 mm, spaced at 1200 mm centre to centre along
main 'T' bottom exposed with 24 mm of all T-section shall be pre-painted
with polyster baked paint, for all heights, as per specifications, drawings
and as directed by engineer-in-charge.
Note:- Only calcium silicate false ceiling area will be measured from wall to
wall. No deduction shall be made for exposed frames/ opening (cut outs)
having area
less then 0.30 sqm. The calcium silicate ceiling tile shall have NRC value
of 0.50 (Minimum), light reflection > 85%, non - combustible as per B.S
476 part IV, 100% Humidity resistance and also having thermal
conductivity < 0.043 w/m 0KC.
TOTAL CARRIED OVER TO SUMMARY 693593.05

Page 19 1. CIVIL-ACADEMIC BLOCK

SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
FINISHING:
68 13.4 12mm cement plaster of mix :
a) 13.4.2 1:6 (1 cement : 6 coarse sand ) Sqm 9000.00 112.50 1012500.00
69 13.7 12mm cement plaster finished with a floating coat of neat cement of mix :

a) 13.7.1 1:4 (1 cement : 4 fine sand ) Sqm 100.00 107.80 10780.00

70 13.12 18 mm cement plaster in two coats under layer 12mm thick cement plaster Sqm 400.00 123.50 49400.00
1:5 (1 cement : 5 coarse sand) and a top layer 6mm thick cement plaster
1:3 (1 cement: 3 coarse sand) finished rough with sponge.

71 13.5 15mm cement plaster on rough side of single or half brick wall of mix:

a) 13.5.2 1:6 (1 cement : 6 Coarse sand ) Sqm 3300.00 130.20 429660.00

72 13.16 6 mm cement plaster to ceiling of mix :
a) 13.16.1 1:3 (1 cement : 3 fine sand ) Sqm. 3000.00 101.00 303000.00
73 13.23 Extra for plastering on circular work not exceeding 6m in radius:

a) 13.23.1 In one coat Sqm. 300.00 13.65 4095.00

74 13.26 Providing and applying plaster of paris putty of 2mm thickness over Sqm. 8000.00 83.80 670400.00
plastered surface to prepare the surface even and smooth complete.
75 13.37 White washing with lime to give an even shade
a) 13.37.1 New work (three or more coats) Sqm. 200.00 11.75 2350.00
76 13.41 Distempering with oil bound washable distemper of approved brand and
manufacture to give an even shade.
a) 13.41.1 New work (two or more coats) over and including priming coat with cement Sqm 300.00 66.70 20010.00
primer
77 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with "Silicone
additives of required shade
a) 13.47.1 New work (two or more coats applied @1.43 ltr/10 sqm over and including Sqm 3000.00 80.45 241350.00
base coat of water proofing cement paint applied @2.20kg/10sqm)

78 13.60 Wall painting with plastic emulsion paint of approved brand and
manufacture to give an even shade :

Page 20 1. CIVIL-ACADEMIC BLOCK

SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
a) 13.60.1 Two or more coats on new work Sqm 5000.00 60.25 301250.00

79 13.45 Finishing walls with textured exterior paint of required shade

a) 13.45.1 New work (two or more coats applied @ 3.28 Ltr/ 10 Sqm) over and Sqm 500.00 117.70 58850.00
including base coat of water proofing cement paint applied @ 2.20 Kg./ 10
Sqm.
80 13.50 Applying priming coat:
a) 13.50.1 With ready mixed pink or grey primer of approved brand and manufacturer sqm 450.00 25.85 11632.50
on wood work ( hard & soft wood)

81 13.58 Providing and applying two coats of Fire retardent paint unthunned on Sqm 30.00 267.15 8014.50
cleaned wood/ply surface @ 3.5 sqm per litre per coat including
preparation of base surface asper recommendation of manufacture to
make the surface fire retardent.
a) 13.61 Painting with synthetic enamel paint of approved brand and manufacture
to give an even shade :
b) 13.61.1 Two or more coats on new work Sqm 500.00 53.85 26925.00
82 13.76 Forming groove of uniform size from 12x12mm and 25x15mm in plastered Mtr. 650.00 72.15 46897.50
surface as per approved pattern using wooden battens, nailed to the under
layer including removal of wooden battens, repair to the edges of panel
and finishing the groove complete as per specifications and direction of
the Engineer-In-Charge.

TOTAL CARRIED OVER TO SUMMARY 3197114.50

Page 21 1. CIVIL-ACADEMIC BLOCK

SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
NON-SCHEDULE ITEM:

82 A Providing and fixing wall with texture paint in inteior wall with a base coat Sqm 330.00 303.45 100137.93
of silicon based poly under seal coat and applying texture of desired
shade & pattern with roller/spray as per approved design with final coat of
poly urithin PC-100A or equivalent transparent coating for 100% wash
ability elasticity and water proofing of texture for longer & dust proof life of
texture paint as per manufacturer specifications or direction of engineer in
charge complete with all scaffolding material and labour etc.

TOTAL CARRIED OVER TO SUMMARY 100137.93

ALUMINIUM WORK:
83 21.1 Providing & fixing aluminium work for doors, windows, ventilators &
partitions with extruded built up standard tubular sections/ appropriate Z-
sections and other sections of approved make comforming to IS: 733 &
IS:1285, fixed with rawl plugs and screws or with fixing clips, or with
expansion hold fastners including necessary filling up of gaps at junctions,
at top bottom and sides with required of PVC/neoprene felt etc. Aluminium
sections shall be smooth, rust free, straight, mitred & jointed mechanically
wherever required including cleat angle, aluminium snap beading for
glazing/panelling C.P. brass/ Stainless Steel screws, all complete as per
architectural drawings & the directions of Engineer-In-Charge. (Glazing
and panelling to be paid for separately).

a) 21.1.1 For fixed portion

i) 21.1.1.1 Anodized aluminium (anodized transparent or dyed to required shade Kg. 2750.00 358.30 985325.00
according to IS:1868, Minimum anodic coating of grade AC 15).
b) 21.1.2 For shutters of doors, windows & ventilators including providing and fixing
hinges/ pivots and making provision for fixing of fittings wherever required
including the cost of PVC/ neoprene gasket required. (Fittings shall be
paid for separately)
i) 21.1.2.1 Anodized aluminium (anodized transparent or dyed to required shade Kg. 2760.00 406.50 1121940.00
according to IS:1868, Minimum anodic coating of grade AC 15).

Page 22 1. CIVIL-ACADEMIC BLOCK

SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
84 21.4 Providing & fixing double action hydraulic floor spring of approved brand
and manufacture IS:6315 marked, for doors including cost of cutting floors
as required, embedding in floors and cover plates with brass pivot and
single piece MS sheet outer box with slide plate etc. complete as per the
direction of Engineer-In-charge.
a) 21.4.1 With stainless steel cover plate Each 1.00 1953.10 1953.10
85 21.13 Providing & fixing 100mm brass locks (best make of approved quality) for Each 1.00 356.10 356.10
aluminium doors including necessary cutting and making good etc.
complete.
86 21.15 Providing & fixing aluminium casement window fastener of required length
for aluminium windows with necessary screws etc. complete.
a) 21.15.1 Anodized( AC15) aluminium. Each 30.00 50.50 1515.00
87 21.16 Providing & fixing aluminium round shape handle of outer dia 100mm with
SS screws etc. complete as per direction of Engineer-incharge.
a) 21.16.1 Anodized( AC15) aluminium. Each 30.00 60.95 1828.50
88 21.3 Providing and fixing glazing in aluminium doors, windows, ventilator
shutters & partitions etc. with PVC/ neoprene gasket etc. complete as per
architectural drawings and the directions of Engineer-In -Chage (Cost of
aluminium snap beading shall be paid in basic item).
a) 21.3.2 With float glass panes of 5.5 mm thickness Sqm 225.00 905.75 203793.75
TOTAL CARRIED OVER TO SUMMARY 2316711.45

Page 23 1. CIVIL-ACADEMIC BLOCK

SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
NON-SCHEDULE ITEM:
89 Supply and installation Aluminium Composite Panel with 3105 Alloy grade Sqm 250.00 2620.69 655172.41
Aluminium skin’s, 0.5mm thickness on both sides with PVDF Coating
upper side (Kynar 70% Min- 26 microns) & PU coating on back side(6 to 8
microns) and bonded together by “DUPONT” adhesive film of 30 – 50 µ, by
Hot Process or Catalytic Fusion process. Central Core of Virgin, UV
Stabilsed, of 70 % LDPE grade “22 FA 002”, 30 % HDPE grade “E5201”).
The protective film on outer face should be of 80 microns. facture of
Aluminium Composite Panel in India, having an ISO 9001
certification.Fixing of Aluminium Composite Panel with Aluminium frame
work of alloy grade 6065 Series. Sealents should be follow ASTM C 920-
87 and for Sealing Matetrial ASTM C 509-90.of approved quality and
specification as per drawings and directions of Engineer-In -Chage
90 Supply and Installation of aluminium semi unitised Structural Glazing Sqm 300 3034.48 910344.83
system to support / hold glass of approved make having main frame work
of mullions and transomes of designed extruded sections to with stand a
wind pressure of 150 kg./ sqm. and fabricated fixed at all levels, elevation
& heights. The extruded section shall be finished, with electrolytic
anodised colour, to be approved by architects, of extruded section shall be
finished, with electrolytic anodised colour, to be approved by architects, of
minimum 20 microns. Extruded section shall be of 6063 T6 Alloy or BSH9
conforming to IS-63400. Rate shall include fixing of the main frames to
Concrete structure with necessary clamps, fastening straps, nuts, bolts,

and flashing, approved structural silicon sealant of recommended grade

from DOW corning or equivalent etc. complete for a full proof
system.SEALANT – The glass units are to be glued to separate glass
panel subframes made out of suitable aluminium section with
specified/approved structural manufacturer. The structural silicone sealant
of a suitable bite size to be applied as per design and system approved by
the manufacturers in writing for this project. After proper curing and testing
by Sealant Manufacturer.Each panel to be fixed to main frame individually
with SS fastners. After aligining the panels to correct line/level

the gaps between glass to be sealed with weather Silicon Sealant of

approved make. Cost of fixing the Double glass panels to be included in
the sysytem.SYSTEM – the system to be designed to take horizontal and
vertical movement Upto 10mm for every floor and capable of withstanding
wind pressure of 150 kpa .all

Page 24 1. CIVIL-ACADEMIC BLOCK

SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
as per drawing. The system design should be generic to accommodate
double glass as maybe required and Sqm. 805 4394.66 3537703.65
gasket based, designed with chamber for ressure equalization. Main frame
to be assembeled as per design
required and fixed to prefixed clamps with bolt/nut and washer. The
framework thus fixed to be properly
aligned and leveled to required grid work. The glass frames suitably
glazed as described above with glass
specified is then fixed to main frame. The gaps between panels are
properly sealed with weather sealant or
EPDM weather pressure gasket to ensure no leakage and work completed
as per design and specification.
.S.S. Fastners S S 316 to be of HILTI / FISHER make.Note: Cost of Glass
shall be paid seperately .
91 Supply and fixing single Insulated Glass Comprissing of 6 mm Thk Sqm 300.00 1241.38 372413.79
Toughened Low -E glass of Coollite series + 12 mm Air Gap + 6mm thick
clear toughened glass.
92 Providing and fixing glazing in aluminium doors, windows, ventilator
shutters & partitions etc. with PVC/ neoprene gasket etc. complete as per
architectural drawings and the directions of Engineer-In -Chage (Cost of
aluminium snap beading shall be paid in basic item).
With 10mm thickness Texture toughened glass Sqm 4.00 1448.28 5793.10
TOTAL CARRIED OVER TO SUMMARY 1943724.14

Page 25 1. CIVIL-ACADEMIC BLOCK

SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
WATER PROOFING:
93 22.5 Providing and laying water proofing treatment in sunken portion of WCs, Sqm 100.00 215.15 21515.00
bathrooms etc. by applying cement slurry mixed with water proofing
cement comopund consisting of applying: a) First layer of slurry of cement
@ 0.488 kg./Sqm mixed with water proofing cement comound @ 0.253
kg./Sqm. This layer will be allowed to air cure for 4 hours. b) Second layer
of slurry of cement @ 0.242 kg./Sqm mixed with water proofing cement
comopund @ 0.126 kg./Sqm. This layer will be allowed to air cure for 4
hours followed with water curing for 48 hours. The rate includes
preparation of surface, treatment and sealing of all joints, corners,
junctions of pipes and masonary with polymer mixed slurry.

94 22.7 Providing and laying integral cement based water proofing treatment
including preparation of suface as required for treatment of roofs,
balconies, terraces condisting of following operations: a) Applying and
grouting a slurry coat of neat cement using 2.75 kg./Sqm of cement
admixed with water proofing compound conforming to IS:2645 and
approved by Engineer-In-Charge over the RCC slab including adjoining
walls upto 300mm height including cleaning the surface before treatment.
b) Laying brick bats with mortar using broken bricks/brick bats 25mm to
115mm size with 50% of cement mortar 1:5 (1cement : 5 coarse sand)
admixed with water proofing cement compound conforming to IS:2645 and
approved by Engineer-In-Charge over 20mm thick layer of cement mortar
of mix 1:5 (1 cement: 5 coarse sand) admixed with water proofing
compound conforming to IS : 2645 and approved by the Engineer-In-
Charge to required slope & treating similarly the adjoining walls upto 300
mm height including rounding of junctions of walls and slabs.

Page 26 1. CIVIL-ACADEMIC BLOCK

SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
c) After two days of proper curing applying a second coat of cement slurry
using 2.75 kg./sqm of cement admixed with water proofing comopound
conforming to IS:2645 and approved by the Engineer-In-Charge. d)
Finishing the surface with 20mm thick jointless cement mortar of mix 1:4 (1
cement : 4 coarse sand) admixed with water proofing compound
conforing to IS:2645 and approved by the Engineer-In-charge including
laying glass fibre cloth of approved quality in top layer of plaster and finally
finishing the surface with trowel with neat cement slurry and making
pattern of 300mmx 300mm square. e) The whole terrace so finished shall
be flooded with water for a minimum period of two weeks for curing and for
final test. All above operations to be done in order and as directed and
specified by the Engineer-In-Charge.

a) 22.7.1 With average thickness of 120mm and minimum thickness at khurra as Sqm 1000.00 786.70 786700.00
65mm.

TOTAL CARRIED OVER TO SUMMARY 808215.00

MISCELLANEOS ITEMS
NON SCHEDULE ITEMS
95 providing & fixing SS plates with words in eitching black/any colour as per
detail,on SS plate 1mm thick crome plated
a SS plate for specific rooms-size 12"x8" Each 40.00 1092.41 43696.55
b SS plate for toilet-size 12"x6" Each 8.00 819.31 6554.48
c SS plate for floor number-size 8"x8" Each 4.00 728.28 2913.10
d SS plate for pull/push-size 2"x6" Each 4.00 136.55 546.21
96 providing & fixing signage 3mm thick acrylic sheet with Radium printing,
with mat/gloss laminationSS plates with words in eitching black/any colour
as per detail,on SS plate 1mm thick crome plated
a EXIT plate- size 12"x6" Each 4.00 819.31 3277.24
b Emargency plate - size 12"x6" Each 4.00 819.31 3277.24
c NO SMOKING plate - size 12"x6" Each 4.00 813.79 3255.17
TOTAL CARRIED OVER TO SUMMARY 63520.00

Page 27 1. CIVIL-ACADEMIC BLOCK

 ABSTRACT OF COST FOR ACADEMIC BLOCK

SL.NO. DESCRIPTION AMOUNT AS PER

DSR'2012 MARKET
1 SANITARY FIXTURES 273235.90

2 SOIL, WASTE VENT PIPE 200116.00

3 WATER SUPPLY (INTERNAL) 265222.11 254827.59

4 DRAINAGE(SEWERAGE) 90493.00

5 EARTH WORK 32312.00

Total Cost Of Scheduled Item 861379.01 254827.59

Page 28
 NAME OF THE PROJECT :CONSTN. OF ACADAMIC BUILDING

NAME OF WORK: DETAILED COST ESTIMATE OF INTERNAL PLUMBING WORKS

SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

A SANITARY FIXTURE:

1 17.1 Providing and fixing water closet squatting pan (Indian type WC pan) with
100mm sand cast iron P or S trap, 10 litres low level white PVC flushing
cistern with manually controlled device (Handle lever) conforming to IS:7231
with all fittings & fixtures conpletes,including cutting and making good the
walls and floors wherever required :
a) 17.1.1 White Vitreous china Orissa pattern WC pan of size 580 x 440mm with Each 13 2964.10 38533.30
integral type foot rest.
2 17.3 Providing and fixing white vitreous china pedestal type water closet (
European type) with seat & lid with CP brass hinges & rubber buffers, 10 ltr
low level white viterous china flushing cistern & C.P. flush bend with fittings
and C.I. brackets, 40mm flush bend, overflow arrangement with specials of
standard make and mosquito proof coupling of approved municipal design
complete including painting of fittings and brackets, cutting & making good
the walls and floors wherever required.
a) 17.3.1 WC Pan with ISI marked white solid plastic seat and lid Each 9 4220.80 37987.20

3 17.4 Providing and fixing white vitreous chine flat back or wall corner type lipped
front urinal basin 430x260x350mm and 340x 410x265mm size respectively
with automatic flushing cistern with standard flush pipe and CP brass
spereaders with brass unions and GI clamps complete including painting of
fittings brackets, cutting & making good the walls and floors wherever
required.

Page 29
 SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

17.4.2 Range of two urinal basins with 5 ltrs. White PVC automatic flushing cistern Each 25.00 4652.80 116320.00

4 17.7 Providing and fixing wash basin with CI brackets, 15mm CP brass pillar taps,
32mm CP brass waste of standard pattern, including painting of fittings and
brackets cutting & making good the walls, wherever required.

17.7.1 White vitrious china wash basin size 630 x 450mm with a pair of 15mm C.P. Each 29.00 1848.35 53602.00
brass pillar taps

5 17.28 Providing & fixing PVC waste pipe for sink or wash basin including PVC waste
fittings complete
17.28.1 Semi rigid pipe

17.28.1.1 32mm dia Each 29.00 59.50 1725.50

6 17.31 Providing and fixing 600 x 450mm bevelled edge mirror of superior glass (of Each 29.00 674.05 19547.00
approved quality) complete with 6mm thick hard board ground fixed to
wooden cleats with CP brass screws and washers complete

7 17.34 Providing and fixing toilet paper holder

17.34.1 C.P brass Each 22.00 250.95 5520.90

TOTAL FOR SCHEDULE TIEMS(SANITARY FIXTURE) 273235.90

(B) SOIL WASTE VENT PIPES AND FITTINGS:

8 17.35 Providing and fixing soil, waste vent pipes

a) 17.35.1 100mm dia

Page 30
 SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

17.35.1.2 Centrifugally cast (spun) iron socketed pipe as per IS:3989.S&S pipe Mtr 50.00 857.30 42865.00

b) 17.35.2 75mm dia

17.35.2.2 Centrifugally cast (spun) iron socketed pipe as per IS:3989. Mtr 60.00 744.50 44670.00

9 17.37 Providing and fixing MS holder-bat clamps of approved design to Sand Cast
iron/cast iron (spun) pipe embedded in and including cement concrete blocks
10x10x10 cm of 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone
aggregate 20mm nominal size) including cost of cutting holes and making
good the walls etc.
17.37.1 For 100mm dia pipe Each 21 112.50 2344.00

17.37.2 For 75mm dia pipe Each 25 110.15 2754.00

10 17.38 Providing and fixing bend of required degree with access door insertion rubber
washer 3mm thick bolts and nuts complete
a) 17.38.1 100mm

17.38.1.2 Sand Cast iron S&S as per IS-3989 Each 2.00 353.25 707.00

b) 17.38.2 75mm

17.38.2.2 Sand Cast iron S&S as per IS-3989 Each 2.00 281.15 562.00

11 17.39 Providing and fixing plain bend of required degree

a) 17.39.1 100mm

17.39.1.2 Sand Cast iron S&S as per IS-3989 Each 21.00 296.35 6223.00

b) 17.39.2 75mm

17.39.2.2 Sand Cast iron S&S as per IS-3989 Each 30.00 221.95 6659.00

Page 31
 SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

12 17.40 Providing and fixing heal rest sanitary bend

a) 17.40.1 100mm

17.40.1.2 Sand Cast iron S&S as per IS-3989 Each 2.00 342.80 686.00

b) 17.40.2 75mm

17.40.2.2 Sand Cast iron S&S as per IS-3989 Each 2.00 297.45 595.00

13 17.43 Providing and fixing single equal plain junction of required degree with access
door, insertion rubber washer 3mm thick, bolts and nuts complete.

a) 17.43.1 100x100x100mm

17.43.1.2 Sand Cast iron S&S as per IS-3989 Each 2.00 579.45 1159.00

b) 17.43.2 75x75x75mm

17.43.2.2 Sand Cast iron S&S as per IS-3989 Each 2.00 438.00 876.00

14 17.56 Providing and fixing terminal guard

a) 19.56.1 100mm

17.56.1.2 Sand Cast iron S&S as per IS-3989 Each 2.00 244.10 488.00

b) 17.56.2 75mm

17.56.2.2 Sand Cast iron S&S as per IS-3989 Each 2.00 221.95 444.00

15 17.57 Providing and fixing collars

a) 17.57.1 100mm

17.57.1.2 Sand Cast iron S&S as per IS-3989 Each 36 238.25 8509.00

Page 32
 SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

b) 17.57.2 75mm

17.57.2.2 Sand Cast iron S&S as per IS-3989 Each 43 169.25 7254.00

16 17.58 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron
pipes & fittings of dia
17.58.1 a) 100mm Each 77 207.85 16094.00

b) 17.58.2 b) 75mm Each 92 176.50 16188.00

17 17.60 Providing and fixing trap of self cleaning design with screwed down or hinged
grating with or without vent arm complete, including cost of cutting and making
good the walls and floors.
a) 17.60.2 a) 100mm inlet and 75mm outlet

17.60.2.1 Sand Cast iron S&S as per IS-3989 Each 37.00 838.85 31037.00

18 17.61 Cutting chases in brick masonry walls for following diameter sand cast
iron/centrifugally cast (spun) iron pipes and making good the same with
cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate
12.5mm nominal size) including necessary plaster and painting in cement
mortar 1:4 (1 cement: 4 coarse sand).
a) 17.61.1 a) 100mm dia Mtr. 18.00 252.10 4538.00

b) 17.61.2 b) 75mm dia Mtr. 15.00 180.40 2706.00

19 17.65 Painting sand cast iron/centrifugally cast (spun) iron soil, waste vent pipes and
fittings with paint of any colour such as chocolate grey or buff etc. over a coat
of primer (of approved quality) for new work.

a) 17.65.1 a) 100mm dia meter pipe Mtr 50.00 28.75 1438.00

Page 33
 SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

b) 17.65.2 b) 75mm dia meter pipe Mtr 60.00 22.00 1320.00

TOTAL FOR SCHEDULE ITEMS(SOIL WASTE VENT PIPES & FITTINGS) 200116.00

C) WATER SUPPLY

SCHEDULE ITEMS

20 18.1 Providing & fixing Polyethene Aluminim Polyethene ( PE-AL-PE) composite

pressure pipes conforming to IS-15450 U.V. stabilized with carbon black
having thermal stability for hot & cold water supply, capable to withstand
temperature upto 80 deg. C including all special fittings of composite material
(engineering plastic blend and brass inserts wherever required) i.e. elbows,
tees, reducers, couplers & connectors etc. with clamps at 1.00 metre spacing.
This includestesting of joints complete as per direction of Engineer-in-charge.

Internal work -Exposed on wall

18.1.3 2025(16mm OD )pipe Mtr 15.20 277.95 4224.84

18.1.4 2532(16mm OD )pipe Mtr 15.20 362.85 5515.32

18.1.5 3240(16mm OD )pipe Mtr 20.00 559.65 11193.00

21 18.2 Providing & fixing Polyethene Aluminim Polyethene ( PE-AL-PE) composite

pressure pipes conforming to IS-15450 U.V. stabilized with carbon black
having thermal stability for hot & cold water supply, capable to withstand
temperature upto 80 deg. C including all special fittings of composite material
(engineering plastic blend and brass inserts wherever required) i.e. elbows,
tees, reducers, couplers & connectors etc. with clamps at 1.00 metre spacing.
This includes the costs of cutting chases and including testing of joints
complete as per direction of Engineer-in-charge.

Page 34
 SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

Concealed installation including cutting chases and making good the

walls etc. complete
18.2.1 1216 ( 16mm OD) pipe Mtr 50 297.95 14897.50

18.2.2 1620 ( 20mm OD) pipe Mtr 125 340.60 42575.00

22 18.3 Providing & fixing Polyethene Aluminim Polyethene ( PE-AL-PE) composite

pressure pipes conforming to IS-15450-2004 U.V. stabilized with carbon
black having thermal stability for hot & cold water supply, capable to withstand
temperature upto 80 deg. C including all special fittings of composite material
(engineering plastic blend and brass inserts wherever required) i.e. elbows,
tees, reducers, couplers & connectors etc. with trenching,refilling and testing
of joints complete as per direction of Engineer-in-charge.

External work

18.3.6 4050 (50mm OD) Pipe Mtr 29.4 558.75 16427.25

23 18.13 Making connection of GI distribution branch with GI main of following sizes by

providing & fixing tee, including cutting and threading the pipe etc. complete.

18.13.2 50-80 mm nominal bore Each 1 630.15 630.15

24 18.17 Providing and fixing gun metal gate valve with CI wheel of approved quality
(screwed end).

18.17.1 25mm nominal bore Each 4 372.95 1491.80

18.17.2 32mm nominal bore Each 2 450.90 901.80

18.17.3 40mm nominal bore Each 2 546.05 1092.10

18.17.4 50mm nominal bore Each 2 780.60 1561.20

Page 35
 SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

25 18.18 Providing and fixing ball valve (brass) of approved quallity. High or low
pressure, with plastic floats complete.

18.18.1 15mm nominal bore Each 2 258.05 516.10

26 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed
end).

18.19.1 25mm nominal bore

18.19.1.1 Horizontal Each 1 383.45 383.45

18.19.2 32mm nominal bore

18.19.2.1 Horizontal Each 1 490.25 490.25

18.19.3 40mm nominal bore

18.19.2.2 Horizontal Each 1 620.25 620.25

18.19.4 50mm nominal bore

18.19.2.3 Horizontal Each 2 936.35 1872.70

27 18.41 Providing & fitting sand of grading zone V or coarser grade alround the GI
pipes in external work:
18.41.6 50mm diameter pipe Mtr 1 61.40 61.40

28 18.27 Providing & laying S&S centrifugally cast (spun) iron pipes (Class LA)
confirming to IS-1536
18.27.3 100mm dia pipe Mtrs 60.00 1476.70 88602.00

29 18.49 Providing & fixing CP brass bib cock of approved quality conforming IS 8931:

18.49.1 15mm nominal bore Each 56.00 397.50 22260.00

Page 36
 SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

30 18.52 Providing and fixing CP brass stop cock (concealed) of standard design and
approved make confirming to IS: 8931.

a) 18.52.1 15mm nominal bore Each 117.00 426.55 49906.00

TOTAL FOR SCHEDULE ITEMS (WATER SUPPLY) 265222.11

NON-SCHEDULE ITEMS :(WATER SUPPLY)

31 NS Providing and fixing CI cover with frame for RCC UGT / OHT

a) a) 560 mm dia internal dia DI cover with frame (Heavy duty total weight of the Each 2.00 3448.28 6896.55
cover not less than 60 Kg)

32 NS Providing and fixing monoblock centrifugal pumping set with gun metal Each 2.00 34482.76 68965.52
impeller with totally enclosed fan colled squirrel cage induction motor capable
of discharging 100 LPM against 60m head complete with flow and pressure
dial guage, base plate priming arrangement, with wiring, panel & equipments
for water level controller to start / stop the pump automatically with protection
for dry run etc. complete in all respects.
33 NS Supplying instalation testing and commisioning of RO/Water Cooler

a) Water Cooler Each 4.00 21724.14 86896.55

b) RO Each 4.00 19396.55 77586.21

34 NS Providing and placing on terrace (at all floor levels) polyethylene water storage Litre 1500.00 9.66 14482.76
tank IS:12701 marked with cover & suitable locking arrangement and making
necessary holes for inlet, outlet & overflow pipes but without fittings and the
base support for tank.

TOTAL FOR NON-SCHEDULE ITEMS :(WATER SUPPLY) 254827.59

D) SEWERAGE (INTERNAL):

Page 37
 SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

35 19.1 Providing, laying & jointing glazed stoneware pipes grade 'A' with stiff mixture
of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including
testing of joints etc. complete

a) 19.1.1 100 mm diameter Mtr 10.00 150.10 1501.00

36 19.2 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10
graded stone aggregate 40mm nominal size) alround SW pipes including bed
concrete as per standard design.

a) 19.2.1 100 mm dia RCC pipe Mtr 10.00 496.90 4969.00

37 19.4 Providing and fixing square - mouth SW gully trap grade 'A' complete with CI
grating brick masonry chamber with water tight CI Cover with frame of
300x300mm size (inside) the weight of cover to be not less than 4.50 Kg. and
frame to be not less than 2.70 Kg as per standard design.

a) 19.4.1 100x100mm size 'P' type

19.4.1.1 With FPS bricks class designation 75. Each 3.00 1256.35 3769.00

38 19.6 Providing and laying non-pressure NP2 class (light duty) RCC pipes with
collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1
cement : 2 fine sand) including testing of the joints etc. complete.

a) 19.6.2 150 mm dia RCC pipe Mtr 150.00 254.50 38175.00

Page 38
 SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

39 19.7 Constructing brick masonary manhole in cement mortar 1:4 (1 cement: 4

coarse sand) RCC top slab with 1:2:4 mix (1 cement: 2 coarse sand: 4 graded
stone aggregate 20 mm nominal size), fondation concrete 1:4:8 (1 cement: 4
coarse sand: 8 graded stone aggregate 40 mm nominal size) inside plastering
12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with
floating coat of neat cement and making channels in cement concrete 1:2:4 (
1 cement: 2 coarse sand: 4 graded stone aggregated 20 mm nominal size)
finished with a floating coat of neat cement complete as per standard design.

a) 19.7.1 Inside size 90 x 80 cm and 60 cm deep including CI cover with frame (light
duty ) 455 x 610 mm internal dimensions total weight of cover and frame to
be not less than 38 kg) (weight of the cover 23 kg and weight of frame 15 kg).

19.7.1.1 With FPS bricks with class designation 75 Each 5.00 7132.00 35660.00

40 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic Each 25.00 256.75 6419.00
encapsulated as per IS:10910 on 12mm dia steel bar comforming to
IS:1786 having minimum cross section as 23mm x 25mm and over all
minimum length 263 mm and width as 165mm with minimum 112mm space
between protruded legs having 2mm tread on top surface by ribbing or
chequiring besides necessary & adequate anchoring projections on tail length
on 138mm as per standard drawing and suitabbe to with stend the bend test
and chemical resistance test as per specifications and having manufacture's
permanent identification mark to be visible even after fixing, including fixing in
manholes with 30x20x15cm cement concrete block 1:3:6 ( 1 cement : 3
coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per
design.
TOTAL FOR SCHEDULE ITEMS 90493.00

Page 39
 SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

E) EARTH WORK( INTERNAL PLUMBING WORK)

SCHEDULE ITEMS

41 2.6 Earth work in excation over areas (excluding 30cm in depth, 1.5 in width as
well as 10 sq.mt in plan) including disposal of excavated earth lead upto 50m
and lift upto 1.5 m disposed earth to be levelled and neatly dressed.

a) 2.6.1 All kind of soil Cum 150.00 129.35 19403.00

42 2.10 Excavating trenches of required width for pipes, cables, etc. including
excavation for sockets and refessing of sides, ramming of bottom depth upto
1.5m including getting out the excavated soil, and then returning the soil as
required in layers not exceeding 20mm in depth including consolidating earth
deposited layer by ramming, watering etc. and disposing of surplus excavated
soil as directed within a lead of 50m.
a) 2.10.1 All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm dia Mtr 40.00 165.60 6624.00

43 2.25 Filling available excavted earth (excluding rock) in trenches, plinth sides of cum 75.00 83.80 6285.00
foundations etc. in layet not exceeding 20 cm in depth consolidation earth
deposited layer by ramming and watering lead upto 50m and lift upto 1.5m

TOTAL FOR EARTH WORK 32312.00

Page 40
 ABSTRACT OF COST FOR ACADEMIC BLOCK
SL.NO. DESCRIPTION AMOUNT AS PER
DSR'2012 MARKET
1 INTERNAL ELECTRICAL, UPS 2856194.00 3805967.00
SYSTEM
2 LAN SYSTEM 1697531.03

3 LIFT 1724138.00

Total 2856194.00 7227636.03

Page 41
 NATIONAL BUILDINGS CONSTRUCTION CORPORATION LIMITED
COUNSULTANCY DIVISION

NAME OF PROJECT :CONSTRUCTION WORK OF NEILET, AGARTALA

NAME OF WORK : PROVIDING INTERNAL ELECTRICAL INSTALLATIONS IN ACADEMIC BLOCK AT NEILET, AGARTALA

S.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
(A): SCHEDULE ITEMS
1 1.10 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated
copper conductor single core cable in surface / recessed medium class PVC conduit, with
modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC
insulated copper conductor single core cable etc as required.
a) 1.10.3 Group C Point 633 664.00 420312.00
2 1.11 Wiring for twin control light point with 1.5 sq.mm FR PVC insulated copper conductor single core Point 8 710.00 5680.00
cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate,
suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single
core cable etc as required.
3 1.12 Wiring for light/power plug with 2x4 Sq.mm FR PVC insulated, copper conductor, single core Metre 924 162.00 149688.00
cable in surface/recessed PVC conduit alongwith 1 No. 4 Sq.mm FR PVC insulated copper
conductor single core cable for loop earthing as required.
4 1.13 Wiring for light/power plug with 4x4 Sq.mm FR PVC insulated, copper conductor, single core Metre 396 268.00 106128.00
cable in surface/recessed PVC conduit alongwith 2 Nos. 4 Sq.mm FR PVC insulated copper
conductor single core cable for loop earthing as required.
5 1.14 Wiring for circuit/sub main wiring alongwith earth wire with the following sizes of PVC insulated
copper conductor, single core cable in surface/recessed PVC conduit as required.
a) 1.14.1 2x1.5 Sqmm + 1x1.5 Sq.mm (For circuit wiring) Metre 4420 107.00 472940.00
b) 1.14.4 2x6 Sqmm + 1x6 Sq.mm Metre 100 206.00 20600.00
b) 1.14.5 2 X 10 sq. mm + 1 X 10 sq. mm earth wire Metre 100 310.00 31000.00
d) 1.14.9 4x6 Sqmm + 2x6 Sq.mm Metre 100 358.00 35800.00
e) 1.14.10 4x10 Sqmm + 2x10 Sq.mm Metre 200 562.00 112400.00
f) 1.14.11 4 X 16 sq. mm + 2 X 16 sq. mm earth wire (for A.C System) Metre 1200 789.00 946800.00
6 1.24 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box
including connections but excluding modular plate etc. as required.
a) 1.24.3 15/16 amp switch Each 323 109.00 35207.00
b) 1.24.4 3 pin 5/6 amp socket outlet Each 969 96.00 93024.00

Page 42
S.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
7 1.25 Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch Each 232 322.00 74704.00
box including connections but excluding modular plate etc. as required.
8 1.26 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding Each 40 22.00 880.00
modular plate as required.
9 1.27 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for
modular switches in recess etc as required.
a) 1.27.1 1 or 2 Module (75mmX75mm) Each 24 142.00 3408.00
b) 1.27.3 4 Module (125mmX75mm) Each 6 173.00 1038.00
c) 1.27.4 6 Module (200mmX75mm) Each 6 221.00 1326.00
d) 1.27.5 8 Module (125mmX125mm) Each 323 255.00 82365.00
10 1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in Each 33 366.00 12078.00
recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16
amps modular switch, connection etc. as required.
11 1.35 Erection of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS lamps per Each 88 39.00 3432.00
fitting, complete with all accessories including connection etc. as required.
12 1.41 Installation, testing and commissioning of prewired fluorescent fitting/compact fluorescent fitting Each 305 69.50 21198.00
of all types, complete with all accessories and tubes etc. directly on ceiling/wall including
connection 1.5 Sqmm FR PVC insulated, copper conductor, single core cable and earthing etc.
as required.
13 1.44 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard Each 232 73.50 17052.00
length (upto 30 cm) with 1.5 sq. mm FR PVC insulated, copper conductor, single core cable etc.
as required.
14 1.49 Numbering of ceiling fan/exhaust fan/ fluorescent fittings as required. Each 537 19.50 10471.50
15 1.50 Installation of exhaust fan in the existing opening, including making good the damage,
connection, testing, commissioning etc. as required.
a) 1.50.1 Upto 450 mm sweep Each 8 163.00 1304.00
16 1.51 Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. Each 8 68.50 548.00
17 2.4 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB
distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus
bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But
without MCB/RCCB/Isolator)
a) 2.4.4 4 way (4 + 12), Double door Each 14 1654.00 23156.00
b) 2.4.5 6 way (4 + 18), Double door Each 4 2047.00 8188.00
c) 2.4.6 8 way (4 + 24), Double door Each 9 2529.00 22761.00

Page 43
S.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
18 2.10 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker
suitable for inductive load of following poles in the existing MCB DB complete with connections,
testing and commissioning etc. as required.
a) 2.10.1 Single pole Each 402 141.00 56682.00
19 2.11 Supplying & fixing single pole blanking plate in the existing MCB DB complete etc. as required. Each 6 5.50 33.00

20 2.15 Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual
current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing
MCB DB complete with connections, testing and commissioning etc. as required.
a) 2.15.1 25 Amps Each 12 1679.00 20148.00
b) 2.15.2 40 Amps. Each 12 1703.00 20436.00
c) 2.15.3 63 amps Each 3 1965.00 5895.00
21 2.18 Supplying and fixing 20 amps, 240 volts, SPN industrial type, socket outlet, with 2 pole and earth, Each 35 693.00 24255.00
metal enclosed plug top alongwith 20 amps "C" curve, SP, MCB, in sheet steel enclosure, on
surface or in recess, with chained metal cover for the socket out let and complete with
connections, testing and commissioning etc. as required.
22 5.2 Earthing with GI earth pipe 4.5 m long, 40mm dia including accessories, and providing masonary Set 4 3385.00 13540.00
enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal /
coke and salt as required.
23 5.9 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth Metre 10 97.50 975.00
electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required.
(Jointing shall be done by overlapping and with 2 sets of G.I nut bolt & spring washer spaced at
50mm)
24 5.18 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with Metre 38 19.50 741.00
existing surface/ recessed conduit/ submain wiring/ cable as required.
TOTAL SCHEDULE ITEMS 2856194.00
(B) NON-SCHEDULE ITEMS:
25 NS Supplying of light fittings complete with all standard accessories as required.
1x13 W CFL. Fitting Surface mounted as per Decon Product. No 03XA with Lamp or similar
a) Each 24 964.83 23156.00
specification of other approved makes.
2x11 W CFL. Wall Surface mounted as per Bajaj Product. No BSM 211 CFL W2EB with Lamp
b) Each 56 1035.17 57970.00
or similar specification of other approved makes.
c) 1x18 W CFL. Bulk Head Fitting Surface mounted as per LUSTRE Product. No 6217 with Lamp Each 8 1482.76
or similar specification of other approved makes. 11862.00

Page 44
S.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
Supplying of light fittings complete with all standard accessories of the following type as required.
26 NS
1x28 W Fl. Fitting as per Bajaj Product. No BLPR 128 with lamp or similar specification of other
a) Each 71 1108.97 78737.00
approved makes.
2x36 W Fl. Fitting as per Bajaj Product. No BCIR 236 W2EB with lamp or similar specification of
b) Each 234 932.41 218185.00
other approved makes.
Supplying of approved make ceiling fan of double ball bearing of the following sizes with
27 NS resistance type regulator and its all accessories suitable for operation on 230V single phase, 50
Hz, AC supply complete as required.
a) 1200mm sweep (USHA/GEC/ CROMPTON/ BAJAJ/HAVELLS) Each 232 1318.62 305920.00
Exhaust Fan of the following sizes and its all accessories suitable for operation on 230V single
28 NS
phase, 50 Hz, AC supply complete as required.
a) 380 mm sweep (HAVELLS/CROMPTON/ BAJAJ) Each 8 2433.79 19470.00
29 NS Supplying installation, testing commissioning of telephone tag block or similar specification of
other approved makes. of the following sizes
a) 10 Pair Each 1 623.45 623.00
30 NS Supplying installation, testing & commissioning of RJ 45 Single Module Socket or similar Each 307 285.52
87654.00
specification of other approved makes. of the following sizes
31 NS Supplying installation, testing & commissioning of Raceway complete G.I fitting of the following
Ampere rating as required.
a) 200 Amps Metre 238 506.90 120641.00
b) 100 Amps Metre 195 327.59 63879.00
32 NS Supplying installation, testing & commissioning of Junction Box complete G.I fitting of the
following size as required.
a) 250 x 250 x 60 mm Each 34 579.31 19697.00
b) 150 x 150 x 60 mm Each 62 365.52 22662.00
Supplying installation, testing & commissioning of Centralised UPS System complete of the
33
following rating as required.
a) 20 KVA Each 3 390986.21 1172959.00
PANEL-I:

Page 45
S.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
34 MR Supply, installation, testing & commissioning of LT extendable panel suitable for operation on Set 1 74800.00 74800.00
415V, 50 Hz, 3 phase, 4 wire, AC system capable of withstanding fault level of 25 KA, 415 volts.
The panel shall be indoor, free floor standing, metal clad, power coated, dust & vermin proof,
compartment type enclosure of IP-42 & fabricated out of 2mm thick CRCA sheet with necessary
bus bar and cable alleyes and foundation channel of 100x50x6mm. The incoming and outgoing
feeders shall be accomodated in a multi-tier arrangement, painting, earting, sign writing,
numbering shall be complete with foundation channel of 100x50x6mm as per specifications &
single line diagram and comprise of the following switchgear and accessories: (Shop drawing to
be got approved by the Engineer-In-Charge prior to fabrication).

INCOMER
a) 1 No.- 160A, 4 Pole MCCB(Ics=Icu,Ui=1000V), having breaking capacity of 25KA with adjustable
type thermo-magnetic fault release
1 No. Digital type Ammeter with ASS of suitable range with CTs of suitable class & capacity.
1 No. Digital type Voltmeter 0-500V With VSS
1 Set - Phase indicating lamps.
1 Set - HRC backup fuses.
BUS-BAR
1 Set- 160A, TPN electrolytic aluminium bus-bar for complete panel suitable for 25 KA fault level
covered with colour coded PVC sleeves.
OUTGOING
Outgoing MCCBs having Ics =Icu ,Ui = 1000Vof the following rating to be provided:
a) 4 Nos.- 63A, 3 Pole MCB, having breaking capacity of 10KA .
b) 6 Nos.- 40A, 3 Pole MCB, having breaking capacity of 10KA .
PANEL-II:
35 MR Supply, installation, testing & commissioning of LT extendable panel suitable for operation on Set 1 79475.86 79476.00
415V, 50 Hz, 3 phase, 4 wire, AC system capable of withstanding fault level of 25 KA, 415 volts.
The panel shall be indoor, free floor standing, metal clad, power coated, dust & vermin proof,
compartment type enclosure of IP-42 & fabricated out of 2mm thick CRCA sheet with necessary
bus bar and cable alleyes and foundation channel of 100x50x6mm. The incoming and outgoing
feeders shall be accomodated in a multi-tier arrangement, painting, earting, sign writing,
numbering shall be complete with foundation channel of 100x50x6mm as per specifications &
single line diagram and comprise of the following switchgear and accessories: (Shop drawing to
be got approved by the Engineer-In-Charge prior to fabrication).

Page 46
S.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
INCOMER
a) 1 No.- 125A, 4 Pole MCCB(Ics=Icu,Ui=1000V), having breaking capacity of 25KA with adjustable
type thermo-magnetic fault release
1 No. Digital type Ammeter with ASS of suitable range with CTs of suitable class & capacity.
1 No. Digital type Voltmeter 0-500V With VSS
1 Set - Phase indicating lamps.
1 Set - HRC backup fuses.
BUS-BAR
1 Set- 125A, TPN electrolytic aluminium bus-bar for complete panel suitable for 25 KA fault level
covered with colour coded PVC sleeves.
OUTGOING
Outgoing MCCBs having Ics =Icu ,Ui = 1000Vof the following rating to be provided:
a) 20 Nos.- 32A, 3 Pole MCB, having breaking capacity of 10KA .
b) 4 Nos.- 32A, 1 Pole MCB, having breaking capacity of 10KA .
36 NS Supplying, installation, testing & commissioning of 2.0 Ton Split type Air- Conditioning system Each 35 41379.31 1448276.00
with all standard accessories i.e. M.S Frame, Copper pipe (upto 4 mtrs.) with insulation, Drain
pipe, Stabilizer as required.
TOTAL NON-SCHEDULE ITEMS RS. 3805967.00

Page 47
 NATIONAL BUILDINGS CONSTRUCTION CORPORATION LIMITED
COUNSULTANCY DIVISION
NAME OF PROJECT :CONSTRUCTION WORK OF NEILET, AGARTALA
NAME OF WORK : PROVIDING LAN SYSTEM INSTALLATIONS IN ACADEMIC BLOCK AT NEILET, AGARTALA

S. No. Item Description Unit Qty Unit Price Amount

1 CAT 6 Cable Box(305mtrs) Box 23.00 7789.66 179162.07
2 CAT 6 Jack Panel 24 port Loaded (Data) Nos. 14.00 7586.21 106206.90
3 Patch Cord(4 feets for Data Workstation) Nos. 325.00 286.21 93017.24
4 Patch Cord (7 feets for Data Rack End) Nos. 325.00 275.86 89655.17
5 I/O ( Work Station End) Nos. 325.00 275.86 89655.17
6 FACE PLATE (DUPLEX) Nos. 325.00 148.28 48189.66
RACK AND ACCESSORIES
1 42U Close Rack with Accessories (PDU 5/15 Amp‐2 Nos., Mounting Hardware@10 per
rack 20 Nos.Fan (2Nos.) and casters ( Packet of 4), front glass door with lock & keys,
Cable Manager 14 Nos. Nos. 2.00 74482.76 148965.52
CISCO SWITCH FOR DATA
1 Cisco catalyst 2960 21 10/100 +2 T /SFP LAN base image warranty 5 years Nos. 8.00 51241.38 409931.03
2 Cisco GE SFP, LC Connector SX transreciever Nos. 8.00 29448.28 235586.21
SERVICES
1 Laying of Cat‐6 cable mtr 6500.00 10.34 67241.38
2 I/O terminaton Nos. 325.00 72.41 23534.48
3 Fixing of jack pannel Nos. 14.00 1475.86 20662.07
4 Installation of rack Nos. 2.00 1655.17 3310.34
5 Fixing of plate/SMB Nos. 325.00 41.38 13448.28
6 Ferulling, Scanning and documentation Nos. 325.00 137.93 44827.59
7 Installation of Cisco switch and configuration Nos. 8.00 10344.83 82758.62
8 Configuration and management of network Nos. 1.00 41379.31 41379.31
GRAND TOTAL 1697531.03

Page 48
 NATIONAL BUILDINGS CONSTRUCTION CORPORATION LTD.
COUNSULTANCY DIVISION
NAME OF PROJECT :CONSTRUCTION WORK OF NEILET, AGARTALA
NAME OF THE WORK: DETAILED COST ESTIMATE OF PASSENGERS LIFTS AT ACADEMIC BLOCK AT NEILET, AGARTALA
S.NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
NON SCHEDULE ITEMS
1 Supplying, installation, testing & commissioning of 13 passengers (884 kg.) lifts having SET 1 1724137.93 1724138.00
contract speed of 1 MPS serving different floors in the lift shaft as per detailed
specifications enclosed and as under:
Location of lifts: ACADEMIC BLOCK BLOCK AT NEILET, AGARTALA
i) Speed: 1.0 mtr. Per second
ii) Floor : Ground floor to 3rd floor
ii) Travel : 14.4 mtrs. (4 Floors x 3.6 mtr. height)
iv) Stops & opening: 4 stops & 4 openings
v) Controller: AC variable voltage & variable frequency.
vi) Automatic rescue device complete with dry maintenance free batteries as required.
vii) Operation: Microprocessor based simplex selective collective with/without attendant

viii) Power: 415V, 3 phase, 50 Hz, 4 wires system

ix) Type of doors:
a) Car: Power operated, centre opening, horizontal sliding stainless steel scratch proof (moon
rock finish)
b) Landing doors: MS doors finished with spray painting of approved shade.
c) A hand rail not less than 600mm long at 900mm above floor level to be fixed adjacent to
control panel in the lift car.
d) Voice announcement system in the car to anounce the position of the elevator in the
hoistway as the car passes or stops at a floor served by the elevator.
GRAND TOTAL Rs. 1724138.00

Page 49
 NAME OF THE PROJECT: CONSTN. OF PROPOSED ACADEMIC BLOCK FOR NIELIT AT AGARTALA

SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT (RS.)
NO. (RS.)
HORTICULTURE & LANDSCAPING:
1 23.1 Trenching in ordinary soil up to a depth of 60cm including removal and Cum 100.00 30.90 3090.00
stacking of serviveable materials and then disposing of by spreading and
neatly leveling with in a lead of 50m and making up the trenched area to
proper levels by filling with earth or earth mixed with sludge or/and
manure before and after flooding trench with water (excluding cost of
impored earth, sludge or manure)
2 23.2 Supplying & stackng of good earth at site including royalty and carriage Cum 100.00 260.70 26070.00
up to 1 km (earht measured in stacks will be reduced by 20% for
Payment).
3 23.4 Supplying & stackng at site dump manur from Badli or other approved
source, including carriage upto 1 km (manure measured in stacks will be
reduced by 8% for payment).
a) 23.4.1 Screened through sieve of IS designation 20mm Cum 35.00 138.30 4840.50
4 23.5 Rough dressing the trenched ground including breaking clods. 100 Sqm 10.00 59.85 598.50

5 23.6 Uprooting weeds from the trenched area after 10 to 15 days of its flooding 100 Sqm 10.00 194.05 1940.50
with water including disposal of uprooted vegentation
6 23.7 Fine dressing the ground 100 Sqm 10.00 145.90 1459.00
7 23.8 Spreading of sludge, dump manure or/and good earth in required Cum 35.00 21.00 735.00
thickness (cost of sludge, dump manure or/and good earth to be paid
separately).
8 23.9 Mixing earth and sludtge or manure in proportion specified or directed Cum 150.00 14.35 2152.50

9 23.10 Grassing with 'Doob' grass including watering and maintenance of the
lawn for 30 days or more till the grass forms a thick lawn free from weeds
and fit for mowing including supplying good earth if needed (the good
earth shall be paid for separately).

Page 50
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT (RS.)
NO. (RS.)
a) 23.10.3 In rows 5 cm apart in either direction 100 Sqm 20.00 700.25 14005.00

10 23.13 Preparation of beds for hedging and shrubbery by excavating Cum 110.00 87.50 9625.00
60cm deep and trenching the excavated base to a further depth
of 30cm,refilling the excavated earth after breaking clods and
mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked
volume of earth after reduction by 20% : one part of stacked
volume of sludge or manure after reduction by 8%), flooding with
water, filling with earth if necessary, watering and finally fine
dressing, leveling etc.including stacking and disposal of materials
declared unserviceable and surplus earth by spreading and
leveling as directed, within a lead of 50m lift up to 1.5 m complete
(cost of sludge, manure or extra earth to be paid for separately).
11 23.16 Providing and fixing M S flat iron tree guard 60cm dia. And 2m height Each 40.00 2580.60 103224.00
above ground level formed of 4 nos. 25x6mm and 8 nos 25x3mm vertical
M.S. flats rivetted to 3 nos. 25x6mm M S flat iron rings in two halves,
bolted together with 8mm dia. And 30mm long bolts including painting
two coats with paint of approved brand and manufacture over a coat of
priming, complete in all respect.
12 23.19 Edging with bricks laid dry length wise including excavation, refilling,
consolidating with had packing and spreading neartly suruplus earth withi
a lead of 50m
a) 23.19.1 75 class designation
(i) 23.19.1.1 F P S Brick metre 450.00 23.55 10597.50
TOTAL SCHEDULED ITEMS 178337.50
NON-SCHEDULED ITEMS
13 NS Supply / planting the sapling of trees shaddy, flowering and fruits of Each 40.00 379.31 15172.41
height upto 600 mm i/c all excavation in dia 1 meter and depth 1.5meter
with good earth/manure in required proportion making Thaola etc and
watering complete ( The cost of good earth and manure will be paid
saperately ) Types of trees/sapling should be Cycus palm,Fycus (black),
aero coria, Red salsa, Dry cina nohtane , Fycus Rizonald etc as per the
Engineer-In-charge.
14 NS Supply and planting Goldern Durrente complete in all respect as per the Each 40.00 11.72 468.97
instruction of Engineer-In-charge.
TOTAL NON-SCHEDULE ITEMS 15641.38

Page 51
 NATIONAL BUILDINGS CONSTRUCTION CORPORATION LIMITED
"CONSULTANCY DIVISION"
NAME OF THE PROJECT: CONSTRUCTION. OF PROPOSED ADMINISTRATION BLOCK FOR NIELIT AT AGARTALA,TRIPURA
ABSTRACT OF COST
S.NO. DESCRIPTION AMOUNT AS PER DSR AS PER MARKET
2012 (RS.) RATE (RS.)

1.0 CIVIL WORK MAIN BUILDING 25144176.85 7615296.38

2.0 INTERNAL & EXTERNAL PLUMBING WORKS 745364.77 166379.31

3.0 FIRE FIGHTING 717669.72

4.0 INTERNAL ELECTRICAL WORK, LAN SYSTEM , LIFT, 1687757.00 4048988.59

UPS SYSTEM AND AIR CONDITIONING

5.0 HORTICULTURE & LANDSCAPING: 178337.50 15641.38

TOTAL 27755636.12 12563975.38

Page 52
NAME OF THE PROJECT: CONSTRUCTION. OF PROPOSED ADMINISTRATION BLOCK FOR NIELIT AT AGARTALA,TRIPURA
ABSTRACT OF COST
SL.NO. DESCRIPTION AMOUNT BASED ON
DSR-2012 (RS.) NON SCHEDULED
MARKET RATE
1 CARRIAGE OF MATERIAL 3311.50
2 EARTH WORK 1283040.40
3 CONCRETE WORK 761137.85 16034.48
4 RCC WORK 11036408.25
5 BRICK WORK 13293.00 2371777.76
6 MARBLE WORK 3121850.70
7 WOOD WORK 446026.25 772413.79
8 STEEL WORK 394000.05 406896.55
9 FLOORING WORK 2878603.50 482344.83
10 ROOFING WORK 655200.90
11 FINISHING WORK 2218224.50 91034.48
12 ALUMINIUM WORK 1742652.70 3425379.31
13 WATER PROOFING WORK 590427.25
14 MISCELLANEOS ITEMS 49415.17
(A) 25144176.85 7615296.38 (B)

Page 53
 NAME OF THE PROJECT: CONSTRUCTION. OF PROPOSED ADMINISTRATION BLOCK FOR NIELIT AT
AGARTALA,TRIPURA
CIVIL WORKS
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
CARRIAGE OF MATERIALS
1 1.1. By mechnical transport including loading, unloading & stacking

1.1.1 Lime,moorum,Building rubbish

a) 1 KM Cum 50.00 66.23 3311.50

TOTAL CARRIED OVER TO SUMMARY 3311.50

EARTH WORK:
2 2.6 Earth work in excavation by mechanical means (Hydraulic
excavator/manual means over areas (exceeding 30cm in depth , 1.5m in
width as well as 10 sqm on plan) including disposal of excavated
earth,lead upto 50m and lift upto 1.5m disposed earth to be levelled and
neatly dressed.
a) 2.6.1 All kinds of soil. cum 380.00 129.35 49153.00
3 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides cum 2880.00 83.80 241344.00
of foundations etc. in layers not exceeding 20cm in depth, consolidating
each deposited layer by ramming and watering lead upto 50 mtrs. and lift
upto 1.5 mtr.
4 2.27 Supplying and filling in plinth with local sand under floors including Cum 293.00 749.30 219544.90
watering, ramming consolidating and dressing complete.

5 2.34 Supplying chemical emulsion in sealed containers including delivery as

specified.
a) 2.34.1 Chlorpyriphos/Lindane Emulsifiable concentrate of 20%. Ltr. 130.00 185.95 24173.50

6 2.35 Diluting and injecting chemical chemical emulsion for POST

CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical
emulsion)

Page 54
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
a) 2.35.3 Treatment of soil under existing floors using chemical emulsion @ one ltr.
Per hol, 300mm apart including drilling 12mm diameter holes and plugging
with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing
floor.
i) 2.35.3.1 With Chlorpyriphos /Lindane E C. 20% with 1% concentration. Sqm 1100.00 88.25 97075.00

7 16.3 Supplying and stacking at site:

a) 16.3.9 Good earth Cum 2500.00 260.70 651750.00
TOTAL CARRIED OVER TO SUMMARY 1283040.40
CONCRETE WORK:
8 4.1 Providing and laying in position cement concrete of specified grade
excluding the cost of centring and shuttering - All work upto plinth level:

a) 4.1.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm cum 70.00 4514.05 315983.50
nominal size)
b) 4.1.6 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm cum 67.00 3888.20 260509.40
nominal size)
c) 4.1.8 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm cum 26.00 3593.30 93425.80
nominal size)
9 4.2 Providing and laying cement concrete in retaining walls, return walls, walls
(any thickness) including attached pilasters, columns, piers, abutments,
pillars, posts, struts, buttresses, string or lacing coarses, parapets, coping,
bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five
level, excluding the cost of centering, shuttering and finishing:

a) 4.2.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm cum 7.00 4782.35 33476.45
nominal size)

Page 55
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
10 4.11 Providing and laying damp-proof coarse 50mm thick cement concrete 1:2:4 Sqm 52.00 254.70 13244.40
(1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal
size)
11 4.12 Extra for providing and mixing water proofing material 'Impermo' or per 50 kg. 350.00 35.35 12372.50
equivalent in cement concrete work @ 1 kg. Per 50 Kg. of cement. cement
12 4.13 Applying a coat of residual petroleum bitumen of penetration 80/100 of Sqm 52.00 96.65 5025.80
approved quality using 1.7 kg. Per Sqm on damp proof course after
cleaning the surface with brushes and finally with a piece of cloth lightly
soaked in Kerosene oil.
13 4.17 Making Plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : Sqm 80.00 338.75 27100.00
3 Coarse sand :6 graded stone aggregate 20mm nominal size) over 75 mm
bed of dry bricks ballast 40mm nominal size well rammed and consolidated
and grouted with fine sand including finishing the top smooth.

TOTAL CARRIED OVER TO SUMMARY 761137.85

NON-SCHEDULE ITEM:
14 NS Providing and laying in position dry brick ballast 40mm nominal size and Cum 25.00 641.38 16034.48
grouted with fine sand including finishing the top smooth upto floor five
level.

TOTAL CARRIED OVER TO SUMMARY 16034.48

RCC WORK:
15 5.9 Centring and shuttering including strutting, propping etc. and removal of
form for:
a) 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 500.00 166.90 83450.00
b) 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and sqm 100.00 285.15 28515.00
string courses etc.
c) 5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 2000.00 311.20 622400.00

Page 56
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
d) 5.9.4 Shelves (Cast in situ) sqm 200.00 311.20 62240.00
e) 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 2110.00 262.25 553347.50
f) 5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts sqm 880.00 365.60 321728.00
g) 5.9.7 Stairs, (excluding landings) except spiral-staircases. sqm 40.00 326.30 13052.00

h 5.9.13 Vertical and horizontal fins individually or forming box louvers band, facias sqm 150.00 470.10 70515.00
and eaves boards

i) 5.9.15 Small lintels not exceeding 1.5m clear span, moulding as in cornices, sqm 150.00 166.90 25035.00
window sills, string courses, bands, copings, bed plates, anchor blocks
and the like.
j) 5.9.16 Edges of slabs and breaks in floors and walls
k 5.9.16.1 Under 20 cms wide Mtr. 250.00 99.45 24862.50
l) 5.9.18 Small surfaces such as cantilever ends, brackets and ends of steps, caps sqm 100.00 398.35 39835.00
m 5.9.19 and basesshade,
Weather to pilasters and
chajjas, columns
corbels etc.and the likeedges.
including sqm 125.00 411.10 51387.50
16 5.18 Providing precast cement concrete Jali 1:2:4 (1 cement: 2 coarse sand: 4
stone aggregate 6mm nominal size) reinforced with 1.6mm dia mild steel
wire including centring & shuttering roughening cleaning, fixing and
finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete
excluding plastering of the jambs, sills and soffits.

a) 5.18.1 50mm thick Sqm 30.00 598.15 17944.50

17 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete
a) 5.22.6 Thermo-Mechanically Treated bars Kg. 21000.00 62.25 1307250.00

18 5.22 A Reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete

Page 57
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
a) 5.22A.6 Thermo-Mechanically Treated bars Kg. 68080.00 62.25 4237980.00

19 5.33 Providing and laying in position machine batched, machine mixed and
machine vibrated design mix cement concrete of specified grade for
reinforced cement concrete work including pumping of concrete to site of
laying but excluding the cost of centring, shuttering, finishing and
reinforcement-including admixture in recommended proportions as per
IS:9103 to accelerate, retard setting of concretre, improve workability
without impairing strength and durability as per direction of Engineer-in-
charge.
Note-cement content considered in this item is @330kg/cum. Excess/less
cement used as per design mix is payable /recoverable separately ).

a) 5.33.1 All works upto plinth level Cum 175.00 5242.15 917376.25
b) 5.33.2 All works above plinth level upto floor five level Cum 460.00 5781.50 2659490.00

TOTAL CARRIED OVER TO SUMMARY 11036408.25

20 6.15 Extra for providing and placing in position 2 Nos. 6 mm dia MS bars at Sqm 210.00 63.30 13293.00
every third course of half brick masonry (with FPS bricks)
TOTAL CARRIED OVER TO SUMMARY 13293.00
NON-SCHEDULE ITEM:

21 NS Brick work with FPS bricks of class designation 100 in foundation & plinth
in:
a) Cement mortar 1:6 (1 cement: 6 coarse sand) Cum 35.00 3964.20 138747.00

22 NS Brick work with F.P.S. bricks of class designation 100 in superstructure

above plinth level up to floor V level in all shapes and sizes in:
a) Cement mortar 1:6 (1 cement: 6 coarse sand) Cum 495.00 4160.34 2059370.69

Page 58
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
23 NS Brick work in plain arches in superstructure including centering and Cum 10.00 6484.53103 64845.31
shuttering complete for span upto 6m with F.P.S. brick of class designation
100 in cement mortar 1:3 (1 cement: 3 coarse sand).

24 N.S 125mm brick masonry with FPS bricks of class designation 100 in
supersructure above plinth in level upto floor V level
a) Cement mortar 1:4 (1 cement: 4 coarse sand) Sqm 210.00 518.17 108814.76

TOTAL CARRIED OVER TO SUMMARY 2371777.76

MARBLE WORK:
25 8.2 Providing and fixing 18mm thick gang saw cut mirror (polished
premoulded and prepolished) machine cut for kitchen platforms, vanity
counters, window sills, facias and similar locations of required size of
approved shade, colour and texture laid over 20mm thick base cement
mortar 1:4 (1 cement: 4 coarse sand) with joints treated with white cement,
mixed with matching pigment,epoxy touch ups, including rubbing curing,
moudling and polishing to edge to give high gloss finish etc. complete at
all levels.
a) 8.2.1 White marble - Raj Nagar plain /udaipur green marble /zebra black marble

i) 8.2.1.2 Area of slab over 0.50 Sqm Sqm 16.00 1980.80 31692.80
26 8.2.2 Granite of any colour and shade
i) 8.2.2.2 Area of slab over 0.50 Sqm Sqm 1000.00 3083.40 3083400.00
27 8.3 Extra for providing edge moulding to 18mm thick marble stone counters,
Vanities etc. Including machine polishing to edge to give high gloss finish
etc. Complete as per design approved by Engineer-in-Charge.

Page 59
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
a) 8.3.1 Marble work. Mtr. 40.00 105.70 4228.00

28 8.5 Extra for providing opening of required size & shape for wash basins / Each 9.00 281.10 2529.90
kitchen sink in kitchen platfrom, vanity counters and similar location in
marble / Granite / stone work including necessary holes for pillar taps etc.
Including rubbing and polishing necessary etc. complete.
TOTAL CARRIED OVER TO SUMMARY 3121850.70
WOOD WORK:
29 9.1 Providing wood work in frames of doors, windows, clerestory windows and
other frames, wroght framed and fixed in position.

a) 9.1.1 Second class teak wood cum 2.00 85813.30 171626.60

30 9.20 Providing and fixing ISI marked flush door shutters conforming to IS:2202 .
(Part-I) decorative type, core of block board construction with frame of 1st
class hard wood and well matched commercial 3 ply veneering with
vertical grains or cross bands and face veneers on both faces of shutters.

a) 9.20.1 35 mm thick including ISI marked stainless steel butt hinges with Sqm 65.00 2159.05 140338.25
necessary screws.
31 9.48 Providing and fixing MS grills of required pattern in frames of windows etc.
with MS flats, square or round bars etc. all complete
a) 9.48.2 Fixed to opening /wooden frames Kg. 800.00 98.20 78560.00

32 9.96 Providing and fixing aluminium sliding door bolts ISI marked anodised
(anodic coating not less than grade AC 10 as per IS: 1868) transparent or
dyed to required colour or shade with nuts and screws etc. complete:

a) 9.96.1 300 x 16 mm Each 21.00 203.80 4279.80

b) 9.96.2 250 x 16 mm Each 21.00 168.95 3547.95

Page 60
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
33 9.97 Providing and fixing aluminium tower bolt ISI marked anodised (anodic
coating not less than grade AC 10 as per IS :1868) transparent or dyed to
required colour or shade with necessary screws etc. complete:

a) 9.97.1 300x10 mm Each 42.00 100.40 4216.80

b) 9.97.2 250x10 mm Each 42.00 86.45 3630.90
c) 9.97.4 150x10 mm Each 22.00 59.00 1298.00
34 9.99 Providing and fixing 50cm long aluminium kicking plate 100x3.15mm Each 2.00 155.35 310.70
anodised (anodic coating not less than grade AC 10 as per IS:1868)
transparent or dyed to required colour or shade with necessary screws etc.
complete:
35 9.83 Providing & fixing IS:3564 marked aluminium Die cast body tubular type Each 32.00 610.60 19539.20
universal hydraulic door closer with necessary accessories and screws
etc. complete
36 9.100 Providing and fixing aluminium handles ISI marked anodised (anodic
coating not less than grade AC 10 as per IS:1868) transparent or dyed to
required colour or shade with necessary screws etc. complete:

a) 9.100.1 125 mm Each 42.00 62.50 2625.00

b) 9.100.2 100 mm Each 64.00 49.55 3171.20
37 9.101 Providing and fixing aluminium hanging floor door stopper ISI marked
anodised (anodic coating not less than grade AC 10 as per IS :1868)
transparent or dyed to required colour or shade with necessary screws etc.
complete:

a) 9.101.2 Twin rubber stopper Each 32.00 71.55 2289.60

38 9.103 Providing & fixing bright finished brass 100 mm mortice latch & lock ISI Each 15.00 706.15 10592.25
marked with 6 levers and a pair of anodised(anodic coating not less than
grade AC 10 as per IS :1868) aluminium lever handles with necessary
screws etc. complete (Best make of approved quality)
TOTAL CARRIED OVER TO SUMMARY 446026.25

Page 61
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
NON-SCHEDULE ITEM:
38A NS Prividing and fixing partition from floor level upto 1200mm with frame work Sqm 60.00 2758.62 165517.24
of good quality kail wood of size 50x50mm at spacing not exceeding 600
mm C/C in both the directions and fixing of with 9 mm thick commercial ply
on both the surfaces and fixing 1mm thick laminate of approved brand &
shade including making grooves as per instructions.and frome 1200mm
upto ceiling height 10mm texture toughened glass fitted with wooden beat
with Partition to have 50mm thick glass wool for Sound Insulation fixed
between frames work including cedar wood/teak wood/steam beatch band
at skirting including a moulding as per detailes complete with polishing the
wooden surfaces with melamine polish with making of base as per
manufacturer's specification and design to the satisfication of the Architect
/Engineer-in-charge.
38B NS Prividing and fixing partition from floor level upto 900mm with frame work Sqm 160.00 3793.10 606896.55
of good quality kail wood of size 50x50mm at spacing not exceeding 600
mm C/C in both the directions and fixing of with 9 mm thick commercial ply
on both the surfaces and fixing 1mm thick laminate of approved brand &
shade including making grooves as per instructions.and frome 900mm
upto 1200mm height 10mm texture toughened glass fitted with wooden
beat with Partition to have 50mm thick glass wool for Sound Insulation
fixed between frames work including cedar wood/teak wood/steam beatch
band at skirting including a moulding as per detailes complete with
polishing the wooden surfaces with melamine polish with making of base
as per manufacturer's specification and design to the satisfication of the
Architect /Engineer-in-charge.

TOTAL CARRIED OVER TO SUMMARY 772413.79

Page 62
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
STEEL WORK
39 10.5 Providing and fixing 1mm thick MS sheet door with frame of 40x40x6mm
angle iron and 3mm MS gusset plates at the junctions and corners, all
a) 10.5.1 necessary
Using fittings40x40x6mm
MS angle complete, including applying
for diagonal a primer coat of approved
braces. Sqm 2.10 2551.45 5358.05
40 10.11 Providing & fixing factory made ISI marked steel glazed doors, windows Kg. 50.00 96.30 4815.00
and ventilators side/top/central hung with beading and all members such
as K11B and K12B etc. complete of standard rolled steel sections, joints
mitred and flash butt welded and sash bars tenoned and riveted with
15x3mm lugs, 10cm long, embedded in cement concrete blocks
15x10x10cm of 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate
20mm nominal size) or with wooden plugs and screws or rawl plugs and
screws or with fixing clips or with bolts and nuts as required, including
providing and fixing of hinges, pivots, float glass panes with glazing clips
and special metal sash putty of approved make and a priming coat of
approved steel primer, excluding the cost of metal beading and other
fittings except necessary hinges or pivots complete as per approved
design.
41 10.13 Providing & fixing T-iron frames for doors, windows & ventilators of mild Kg. 50.00 73.30 3665.00
steel T-sections, joints mitred and welded with 15x3 mm lugs, 10 cm long,
embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement: 3
coarse sand: 6 graded stone aggr. 20 mm nominal size) or with wooden
plugs & screws or rawl plugs and screws or with dash fasteners or with
fixing clips or with bolts and nuts as required, including fixing of necessary
butt hinges & screws and applying a priming coat of approved steel primer.

Page 63
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
42 10.14 Providing and fixing pressed steel door frames conforming to IS:4351
manufactured from commercial mild steel sheet of 1.25 mm thickness
including hinges, jamb, lock jamb, bead and if required angle threshold of
mild steel angle of section 50x 25 mm, or base ties of 1.25 mm pressed
mild steel welded or rigidly fixed together by mechanical means, adjustable
lugs with split end tail to each jamb including steel butt hinges 2.5 mm
thick with mortar guards, lock strike-plate and shock absorbers as
specified and applying a coat of approved steel primer after pre-treatment
of the surface as directed by the Engineer-in-charge.

a) 10.14.1 Profile B
i) 10.14.1.1 Fixing with adjustable lugs with split end tail to each jamb Mtr 10.00 346.75 3467.50
43 10.25 Steel work welded in built up sections/framed work including cutting
hoisting, fixing in position and applying a priming coat of approved steel
primer using structural steel etc. as required
a) 10.25.2 In gratings, frames, guard bar, ladders, railings, brackets, gates & similar Kg. 150.00 77.90 11685.00
works
44 10.18 Providing and fixing circular/hexagonal cast iron or MS sheet box for Each 110.00 117.45 12919.50
ceiling fan clamp of internal dia 140mm, 73mm height, top lid of 1.5mm
thick M.S. sheet with its top surface hacked for proper bonding, top lid
shall be screwed into the cast iron/ MS box by means of 3.3mm dia round
headed screws, one lock at the corners. Clamps shall be made of 12mm
dia M.S. bar bent to shape as per standard drawing.
a) 10.26 Providing and fixing hand rail of approved size by welding etc. to steel
ladder railing, balcony railing & staircase railing including applying a
priming coat of approved steel primer.
i) 10.26.1 MS tube Kg. 200.00 86.45 17290.00

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NO.
45 10.28 Providing and fixing stainless steel ( grade 304 )railing made of Hollow
tubes , channels , plates etc , including welding grinding , buffing
,polishing and making curvature ( wherever required ) and fitting the same
with necessary stainless steel nuts and bolts complete ,I/c fixing the railing
with necessary accessories &stainless steel dash fasteners ,stainless
steels bolts etc ,of required size ,on the top of the floor or the side of waist
slab with suitable arrangment as per approval of Engineers -in-charge, (
for payment purpose only weight of stainless steel members shall be
considered excluding fixing accesories such as nuts ,bolts, fasteners etc
Kg 600.00 558.00 334800.00
TOTAL CARRIED OVER TO SUMMARY 394000.05
NON-SCHEDULE ITEM:
45A NS Providing and fixing stainless steel ( grade 304 ) Hollow tubes , for space
frames with suitable arrangment as per approval of Engineers -in-charge, (
for payment purpose only weight of stainless steel members shall be
considered excluding fixing accesories such as nuts ,bolts, fasteners etc

Kg 1000.00 406.90 406896.55

TOTAL CARRIED OVER TO SUMMARY 406896.55

Page 65
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
FLOORING WORK
46 11.4 52 mm thick cement concrete flooring with concrete hardener topping Sqm 40.00 420.50 16820.00
under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand:
4 graded stone aggregate 20 nominal size) and top layer 12 mm thick
cement hardener consisting of mix 1:2 (1 cement hardener mix: 2 stone
aggregate 6 mm nominal size) by volume hardening compound is mixed @
2 Ltrs per 50 kg. of cement or as per manufacturer specifications. This
includes cost of cement slurry, but excluding the cost of nosing of steps
etc. complete
47 11.6 Cement plaster skirting (upto 30 cm height) with cement mortar 1:3 (1
cement: 3 coarse sand) finished with a floating coat of neat cement.

a) 11.6.1 18 mm thick Sqm. 50.00 258.20 12910.00

48 11.13 Providing & fixing glass strips in joints of terrazo/cement concrete floors.

a) 11.13.1 40 mm wide and 4 mm thick Mtr. 10.00 29.40 294.00

49 11.16 Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12
mm laid in floors, and landings, jointed with neat cement slurry mixed with
pigment to match the shade of the tiles including rubbing and polishing
complete with precast tiles on 20 mm thick bed of cement mortar 1:4 (1
cewment: 4 coarse sand)
a) 11.16.1 Light shade using white cement Sqm 100.00 769.35 76935.00
50 11.23 Marble stone flooring with 18 mm thick marble stone (sample of marble
shall be approved by Engineer-In-Charge) over 20mm (average) thick
base of 1:4 (1 cement: 4 coarse sand) laid and jointed with grey cement
slurry includiong rubbing and polishing complete with:
a) 11.23.2 Raj nagar plain Sqm 150.00 1265.35 189802.50

b) 11.23.5 Udaipur green marble Sqm 50.00 1418.95 70947.50

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NO.
51 11.25 Extra for marble stone flooring in treads of steps and risers using single Sqm 40.00 230.55 9222.00
length upto 2mtr..
52 11.26 Kota stone slab flooring over 20 mm (average) thick base laid over and
jointed with grey cement slurry mixed with pigment to match the shade of
the slab including rubbing and polishing complete with base of cement
mortar 1:4 (1 cement: 4 coarse sand)

a) 11.26.1 25 mm thick Sqm 150.00 945.70 141855.00

53 11.27 Kota stone slab 25 mm thick in risers of steps, skirting dado and pillars Sqm 50.00 954.10 47705.00
laid on 12 mm(average) thick cement mortar 1:3 (1 cement : 3 coarse
sand) & jointed with grey cement slurry mixed with pigment to match the
shade of the slabs including rubbing and polishing complete.

53A 11.33 25mm wooden planking , tongued and grooved in flooring , including fixing
with iron screws complete with:
a) 11.33.2 Second class deodar wood Sqm 400.00 2045.60 818240.00

54 11.36 Providing & fixing Ist quality ceramic glazed wall tiles conforming to Sqm 120.00 724.25 86910.00
IS:15622 (thickness to be specified by the manufacturer) of approved
make in all colours, shades except Burgundy, bottle green, black of any
size as approved by Engineer-in-charge in skirting, risers of steps & dados
over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and
jointing with grey cement slurry @3.3 Kg per sqm including pointing in
white cement mixed with pigment of matching shade complete.

55 11.39 Providing & laying rectified glazed ceramics floor tiles 300x300mm or more Sqm 75.00 931.50 69862.50
(thickness to be specified by the manufacturer) of Ist quality conforming to
IS:15622 of approved make in colours White, Ivory, Grey, Fume, Red
Brown, laid on 20 mm thick cement mortar 1:4 (1 cement :4 coarse sand)
including grouting the joints with white cement and matching pigments etc.
complete.

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NO.
56 11.41 Providing & laying vitrified floor tiles in different sizes (thickness to be
specified by the manufacturer) with water absorptions less than 0.08% and
conforming to IS:15622 of approved make in all colours and shades, laid
on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including
grouting the joints with white cement and matching pigments etc. complete.

a) 11.41.2 Size of tile 60x60cm Sqm 1000.00 1337.10 1337100.00

TOTAL CARRIED OVER TO SUMMARY 2878603.50
NON-SCHEDULE ITEM:
57 NS Providing and laying pioneer tiles including all accessories of approved Sqm 650.00 742.07 482344.83
quality and specification as per drawings and directions of Engineer-In -
Chage .
TOTAL CARRIED OVER TO SUMMARY 482344.83
ROOFING WORK
58 12.21 Providing gola 75x75mm in cement concrete 1:2:4 (1 cement: 2 coarse
sand: 4 stone aggregate 10mm and down gauge) including finishing with
cement mortar 1:3 (1 cement: 3 fine sand) as per standard design:

a) 12.21.1 In 75x75mm deep chase Mtr. 125.00 109.05 13631.25

59 12.22 Making khuras 45x45cm with average minmum thickness of 5cm cement Each 15.00 148.75 2231.25
concrete 1:2:4 (1 cement :2 coarse sand: 4 graded stone aggregate of 20
mm nominal size) over PVC sheet 1m x 1m x 400micron, finished with
12mm cement plaster 1:3 (1cement: 3 coarse sand) and a coat of neat
cement rounding of the edges and making and finishing the outlet
complete.

Page 68
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
60 12.38 Providing and fixing MS holder bat clamps of approved design to C.I. or
S.C.I. rain water pipes embedded in and including cement concrete blocks
10 x 10 x 10 cm of 1:2:4 mix (1 cement:2 coarse sand : 4 graded stone
aggregate 20 mm nominal size) and cost of cutting holes and making good
the walls etc.

a) 12.38.2 For 150 mm dia pipe Each 20.00 121.80 2436.00

61 12.39 Providing lead caulked joints to sand cast iron rain water pipes and fittings:

a) 12.39.2 For 150 mm dia pipe Each 20.00 287.10 5742.00

62 12.40 Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes
conforming to IS:13592 Type A including jointing with seal ring conforming
to IS:5382 leaving to 10mm gap for thermal expansion. (i) Single socketed
pipes:
a) 12.40.1.1 150mm diameter Mtrs 100.00 407.85 40785.00
63 12.42 Providing and fixing on wall face unplasticised- PVC moulded
fittings/accessories for unplasticised-Rigid PVC rain water pipes
conforming to IS:13592 Type A including jointing with seal ring conforming
to IS:5382 leaving to 10mm gap for thermal expansion.
a) 12.42.1 Coupler
i) 12.42.1.2 110mm Each 16.00 130.25 2084.00
b) 12.42.5 Bend 87.5"
i) 12.42.5.2 110mm bend Each 16.00 156.95 2511.20
c) 12.42.6 Shoe (plain)
i) 12.42.6.2 110mm shoe Each 16.00 287.05 4592.80

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NO.
64 12.43 Providing and fixing unplasticised- PVC pipe clips of approved design to
unplasticised-PVC rain water pipes by means of 50x50x50mm hard wood
plugs, screwed with MS screws of required length including cutting brick
work and fixing in cement mortar 1:4 (1 cement:4 coarse sand) and making
good the walls etc. complete.
a) 12.43.2 110mm Each 16.00 144.60 2313.60
65 12.44 Providing & fixing to the inlet mouth of rain water pipe cast iron grating Each 16.00 32.75 524.00
15cm diameter and weighing not less than 440 gms.
66 12.45 Providing and fixing at all height false ceiling including providing and
fixing of frame work made of special sections power pressed from MS
sheet and galvanised in accordance with zinc coating of grade 350 as per
IS:277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick
with flanges of 22 mm and 37 mm at 1200 mm centre to centre one flange
fixed to the ceiling with dash fastner 12.5 mm dia x 40 mm long with 6 mm
dia bolts to the angle hangers of 25x25x0.55 mm of required length and
other end of angle hanger being fixed with nut and bolts to GI channels 45
mm x 15 mm x 0.9 mm running at the rate of 1200 mm centre to centre to
which the ceiling section 0.5 mm thick bottom wedge of 80mm with tapered
flanges of 26mm each having clips of 10.5mm at 450mm centre to centre
shall be fixed in a direction perpendicular to GI channel with connecting
clips made out of 2.64mm dia x 230mm long GI wire at every junction
including fixing the gypsum board with ceiling section and perimeter
channels

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SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long the
perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450
mm centre to centre with 25 mm long drive all screws @ 230 mm interval
including jointing and fixing to a flush finish of tapered and square edges
of the gypsum board with recommended filler, paper tapes, manufacturers
specification and also including the coat of making openings for light
fittings, grills diffusers, cutouts made with frame of perimeter channels
suitably fix all complete as per drawing and specification and direction of
the Engineer-in-Charge but excluding the cost of painting with:

a) 12.45.1 12.5 mm thick tapered edge gypsum baord conforming to IS:2095- Part-I. Sqm 157.00 691.40 108549.80

67 12.53 Providing and Fixing 15 mm thick densified tegular edged eco friendly light Sqm 300.00 1566 469800.00
weight calcium silicate false ceiling tiles of approved texture spintone/
cosmos/ Hexa or equivalent of size 595 x 595 mm in true horizontal level,
suspended on inter locking metal grid of hot dipped galvanised section
(galvanising @ 120 grams per sqm including both side) consisting of main
'T' runner suitably spaced at joints to get required length and of size 24x38
mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to
centre, and cross "T" of size 24x28 mm made out of 0.33 mm (minimum)
sheet, 1200 mm long spaced between main 'T' at 600 mm centre to centre
to form a grid of 1200x600 mm and secondary cross 'T' of length 600mm
and size 24x28 mm made of 0.33 mm thick (minimum) sheet to be inter
locked at middle of the 1200x600 mm panel to from a grid 600x600 mm,
resting on periphery walls / partitions on a Peerimeter wall angle pre-
coated steel of size (24x24x3000 mm) made of 0.40 mm thick (minimum)
sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm
long dry wall screws @ 230 mm interval and laying 15 mm thick densified

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SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
edges calcium silicate ceiling tiles of approved texture (Spintone/
Cosmos/ Hexa) in the grid, including cutting/ making opening for services
like diffuser, grills, light fittings, fixtures, smoke detector etc. wherever
required. Main 'T' runners to be suspended from ceiling using G.I slotted
cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm
long dash fasteners, 4 mm G.I adjustable rods with galvanised steel level
clips of size 85x30x0.8 mm, spaced at 1200 mm centre to centre along
main 'T' bottom exposed with 24 mm of all T-section shall be pre-painted
with polyster baked paint, for all heights, as per specifications, drawings
and as directed by engineer-in-charge.
Note:- Only calcium silicate false ceiling area will be measured from wall to
wall. No deduction shall be made for exposed frames/ opening (cut outs)
having area
less then 0.30 sqm. The calcium silicate ceiling tile shall have NRC value
of 0.50 (Minimum), light reflection > 85%, non - combustible as per B.S
476 part IV, 100% Humidity resistance and also having thermal
conductivity < 0.043 w/m 0KC.
TOTAL CARRIED OVER TO SUMMARY 655200.90

FINISHING:
68 13.4 12mm cement plaster of mix :
a) 13.4.2 1:6 (1 cement : 6 coarse sand ) Sqm 6000.00 112.50 675000.00
69 13.7 12mm cement plaster finished with a floating coat of neat cement of mix :

a) 13.7.1 1:4 (1 cement : 4 fine sand ) Sqm 100.00 107.80 10780.00

70 13.12 18 mm cement plaster in two coats under layer 12mm thick cement plaster Sqm 400.00 123.50 49400.00
1:5 (1 cement : 5 coarse sand) and a top layer 6mm thick cement plaster
1:3 (1 cement: 3 coarse sand) finished rough with sponge.

71 13.5 15mm cement plaster on rough side of single or half brick wall of mix:

Page 72
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
a) 13.5.2 1:6 (1 cement : 6 Coarse sand ) Sqm 2200.00 130.20 286440.00
72 13.16 6 mm cement plaster to ceiling of mix :
a) 13.16.1 1:3 (1 cement : 3 fine sand ) Sqm. 2000.00 101.00 202000.00
73 13.23 Extra for plastering on circular work not exceeding 6m in radius:
a) 13.23.1 In one coat Sqm. 300.00 13.65 4095.00
74 13.26 Providing and applying plaster of paris putty of 2mm thickness over Sqm. 5200.00 83.80 435760.00
plastered surface to prepare the surface even and smooth complete.
75 13.37 White washing with lime to give an even shade
a) 13.37.1 New work (three or more coats) Sqm. 200.00 11.75 2350.00

76 13.41 Distempering with oil bound washable distemper of approved brand and
manufacture to give an even shade.
a) 13.41.1 New work (two or more coats) over and including priming coat with cement Sqm 1300.00 66.70 86710.00
primer
77 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with "Silicone
additives of required shade
a) 13.47.1 New work (two or more coats applied @1.43 ltr/10 sqm over and including Sqm 2000.00 80.45 160900.00
base coat of water proofing cement paint applied @2.20kg/10sqm)

78 13.60 Wall painting with plastic emulsion paint of approved brand and
manufacture to give an even shade :
a) 13.60.1 Two or more coats on new work Sqm 3300.00 60.25 198825.00

79 13.45 Finishing walls with textured exterior paint of required shade

a) 13.45.1 New work (two or more coats applied @ 3.28 Ltr/ 10 Sqm) over and Sqm 350.00 117.70 41195.00
including base coat of water proofing cement paint applied @ 2.20 Kg./ 10
Sqm.
80 13.50 Applying priming coat:

Page 73
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
a) 13.50.1 With ready mixed pink or grey primer of approved brand and manufacturer sqm 350.00 25.85 9047.50
on wood work ( hard & soft wood)

81 13.58 Providing and applying two coats of Fire retardent paint unthunned on Sqm 30.00 267.15 8014.50
cleaned wood/ply surface @ 3.5 sqm per litre per coat including
preparation of base surface asper recommendation of manufacture to
make the surface fire retardent.
a) 13.61 Painting with synthetic enamel paint of approved brand and manufacture
to give an even shade :
b) 13.61.1 Two or more coats on new work Sqm 350.00 53.85 18847.50
82 13.76 Forming groove of uniform size from 12x12mm and 25x15mm in plastered Mtr. 400.00 72.15 28860.00
surface as per approved pattern using wooden battens, nailed to the under
layer including removal of wooden battens, repair to the edges of panel
and finishing the groove complete as per specifications and direction of
the Engineer-In-Charge.

TOTAL CARRIED OVER TO SUMMARY 2218224.50

NON-SCHEDULE ITEM:

82A NS Providing and fixing wall with texture paint in inteior wall with a base coat Sqm 300.00 303.45 91034.48
of silicon based poly under seal coat and applying texture of desired
shade & pattern with roller/spray as per approved design with final coat of
poly urithin PC-100A or equivalent transparent coating for 100% wash
ability elasticity and water proofing of texture for longer & dust proof life of
texture paint as per manufacturer specifications or direction of engineer in
charge complete with all scaffolding material and labour etc.

TOTAL CARRIED OVER TO SUMMARY 91034.48

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NO.

ALUMINIUM WORK:
83 21.1 Providing & fixing aluminium work for doors, windows, ventilators &
partitions with extruded built up standard tubular sections/ appropriate Z-
sections and other sections of approved make comforming to IS: 733 &
IS:1285, fixed with rawl plugs and screws or with fixing clips, or with
expansion hold fastners including necessary filling up of gaps at junctions,
at top bottom and sides with required of PVC/neoprene felt etc. Aluminium
sections shall be smooth, rust free, straight, mitred & jointed mechanically
wherever required including cleat angle, aluminium snap beading for
glazing/panelling C.P. brass/ Stainless Steel screws, all complete as per
architectural drawings & the directions of Engineer-In-Charge. (Glazing
and panelling to be paid for separately).

a) 21.1.1 For fixed portion

i) 21.1.1.1 Anodized aluminium (anodized transparent or dyed to required shade Kg. 1200.00 358.30 429960.00
according to IS:1868, Minimum anodic coating of grade AC 15).
b) 21.1.2 For shutters of doors, windows & ventilators including providing and fixing
hinges/ pivots and making provision for fixing of fittings wherever required
including the cost of PVC/ neoprene gasket required. (Fittings shall be
paid for separately)
i) 21.1.2.1 Anodized aluminium (anodized transparent or dyed to required shade Kg. 1210.00 406.50 491865.00
according to IS:1868, Minimum anodic coating of grade AC 15).
84 21.4 Providing & fixing double action hydraulic floor spring of approved brand
and manufacture IS:6315 marked, for doors including cost of cutting floors
as required, embedding in floors and cover plates with brass pivot and
single piece MS sheet outer box with slide plate etc. complete as per the
direction of Engineer-In-charge.
a) 21.4.1 With stainless steel cover plate Each 1.00 1953.10 1953.10

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SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
85 21.13 Providing & fixing 100mm brass locks (best make of approved quality) for Each 1.00 356.10 356.10
aluminium doors including necessary cutting and making good etc.
complete.
86 21.15 Providing & fixing aluminium casement window fastener of required length
for aluminium windows with necessary screws etc. complete.
a) 21.15.1 Anodized( AC15) aluminium. Each 30.00 50.50 1515.00
87 21.16 Providing & fixing aluminium round shape handle of outer dia 100mm with
SS screws etc. complete as per direction of Engineer-incharge.
a) 21.16.1 Anodized( AC15) aluminium. Each 30.00 60.95 1828.50
88 21.3 Providing and fixing glazing in aluminium doors, windows, ventilator
shutters & partitions etc. with PVC/ neoprene gasket etc. complete as per
architectural drawings and the directions of Engineer-In -Chage (Cost of
aluminium snap beading shall be paid in basic item).
a) 21.3.2 With float glass panes of 5.5 mm thickness Sqm 900.00 905.75 815175.00
TOTAL CARRIED OVER TO SUMMARY 1742652.70
NON-SCHEDULE ITEM:
89 NS Supply and installation Aluminium Composite Panel with 3105 Alloy grade Sqm 100.00 2620.69 262068.97
Aluminium skin’s, 0.5mm thickness on both sides with PVDF Coating
upper side (Kynar 70% Min- 26 microns) & PU coating on back side(6 to 8
microns) and bonded together by “DUPONT” adhesive film of 30 – 50 µ, by
Hot Process or Catalytic Fusion process. Central Core of Virgin, UV
Stabilsed, of 70 % LDPE grade “22 FA 002”, 30 % HDPE grade “E5201”).
The protective film on outer face should be of 80 microns. facture of
Aluminium Composite Panel in India, having an ISO 9001
certification.Fixing of Aluminium Composite Panel with Aluminium frame
work of alloy grade 6065 Series. Sealents should be follow ASTM C 920-
87 and for Sealing Matetrial ASTM C 509-90.of approved quality and
specification as per drawings and directions of Engineer-In -Chage

Page 76
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
90 NS Supply and Installation of aluminium semi unitised Structural Glazing Sqm 875.00 3034.48 2655172.41
system to support / hold glass of approved make having main frame work
of mullions and transomes of designed extruded sections to with stand a
wind pressure of 150 kg./ sqm. and fabricated fixed at all levels, elevation
& heights. The extruded section shall be finished, with electrolytic
anodised colour, to be approved by architects, of extruded section shall be
finished, with electrolytic anodised colour, to be approved by architects, of
minimum 20 microns. Extruded section shall be of 6063 T6 Alloy or BSH9
conforming to IS-63400. Rate shall include fixing of the main frames to
Concrete structure with necessary clamps, fastening straps, nuts, bolts,

and flashing, approved structural silicon sealant of recommended grade

from DOW corning or equivalent etc. complete for a full proof
system.SEALANT – The glass units are to be glued to separate glass
panel subframes made out of suitable aluminium section with
specified/approved structural manufacturer. The structural silicone sealant
of a suitable bite size to be applied as per design and system approved by
the manufacturers in writing for this project. After proper curing and testing
by Sealant Manufacturer.Each panel to be fixed to main frame individually
with SS fastners. After aligining the panels to correct line/level

the gaps between glass to be sealed with weather Silicon Sealant of

approved make. Cost of fixing the Double glass panels to be included in
the sysytem.SYSTEM – the system to be designed to take horizontal and
vertical movement Upto 10mm for every floor and capable of withstanding
wind pressure of 150 kpa .all
as per drawing. The system design should be generic to accommodate
double glass as maybe required and Sqm. 805 4394.66 3537703.65
gasket based, designed with chamber for ressure equalization. Main frame
to be assembeled as per design
required and fixed to prefixed clamps with bolt/nut and washer. The
framework thus fixed to be properly
aligned and leveled to required grid work. The glass frames suitably
glazed as described above with glass

Page 77
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
specified is then fixed to main frame. The gaps between panels are
properly sealed with weather sealant or
EPDM weather pressure gasket to ensure no leakage and work completed
as per design and specification.
.S.S. Fastners S S 316 to be of HILTI / FISHER make.Note: Cost of Glass
shall be paid seperately .
91 NS Supply and fixing single Insulated Glass Comprissing of 6 mm Thk Sqm 400.00 1241.38 496551.72
Toughened Low -E glass of Coollite series + 12 mm Air Gap + 6mm thick
clear toughened glass.
92 NS Providing and fixing glazing in aluminium doors, windows, ventilator
shutters & partitions etc. with PVC/ neoprene gasket etc. complete as per
architectural drawings and the directions of Engineer-In -Chage (Cost of
aluminium snap beading shall be paid in basic item).
With 10mm thickness Texture toughened glass Sqm 8.00 1448.28 11586.21
TOTAL CARRIED OVER TO SUMMARY 3425379.31

Page 78
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
WATER PROOFING:
93 22.5 Providing and laying water proofing treatment in sunken portion of WCs, Sqm 75.00 215.15 16136.25
bathrooms etc. by applying cement slurry mixed with water proofing
cement comopund consisting of applying: a) First layer of slurry of cement
@ 0.488 kg./Sqm mixed with water proofing cement comound @ 0.253
kg./Sqm. This layer will be allowed to air cure for 4 hours. b) Second layer
of slurry of cement @ 0.242 kg./Sqm mixed with water proofing cement
comopund @ 0.126 kg./Sqm. This layer will be allowed to air cure for 4
hours followed with water curing for 48 hours. The rate includes
preparation of surface, treatment and sealing of all joints, corners,
junctions of pipes and masonary with polymer mixed slurry.

94 22.7 Providing and laying integral cement based water proofing treatment
including preparation of suface as required for treatment of roofs,
balconies, terraces condisting of following operations: a) Applying and
grouting a slurry coat of neat cement using 2.75 kg./Sqm of cement
admixed with water proofing compound conforming to IS:2645 and
approved by Engineer-In-Charge over the RCC slab including adjoining
walls upto 300mm height including cleaning the surface before treatment.
b) Laying brick bats with mortar using broken bricks/brick bats 25mm to
115mm size with 50% of cement mortar 1:5 (1cement : 5 coarse sand)
admixed with water proofing cement compound conforming to IS:2645 and
approved by Engineer-In-Charge over 20mm thick layer of cement mortar
of mix 1:5 (1 cement: 5 coarse sand) admixed with water proofing
compound conforming to IS : 2645 and approved by the Engineer-In-
Charge to required slope & treating similarly the adjoining walls upto 300
mm height including rounding of junctions of walls and slabs.

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SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
c) After two days of proper curing applying a second coat of cement slurry
using 2.75 kg./sqm of cement admixed with water proofing comopound
conforming to IS:2645 and approved by the Engineer-In-Charge. d)
Finishing the surface with 20mm thick jointless cement mortar of mix 1:4 (1
cement : 4 coarse sand) admixed with water proofing compound
conforing to IS:2645 and approved by the Engineer-In-charge including
laying glass fibre cloth of approved quality in top layer of plaster and finally
finishing the surface with trowel with neat cement slurry and making
pattern of 300mmx 300mm square. e) The whole terrace so finished shall
be flooded with water for a minimum period of two weeks for curing and for
final test. All above operations to be done in order and as directed and
specified by the Engineer-In-Charge.

a) 22.7.1 With average thickness of 120mm and minimum thickness at khurra as Sqm 730.00 786.70 574291.00
65mm.

TOTAL CARRIED OVER TO SUMMARY 590427.25

MISCELLANEOS ITEMS
NS NON SCHEDULE ITEMS
95 providing & fixing SS plates with words in eitching black/any colour as per
detail,on SS plate 1mm thick crome plated
a SS plate for specific rooms-size 12"x8" Each 30.00 1092.41 32772.41
b SS plate for toilet-size 12"x6" Each 8.00 819.31 6554.48
c SS plate for floor number-size 8"x8" Each 3.00 728.28 2184.83
d SS plate for pull/push-size 2"x6" Each 4.00 136.55 546.21
96 NS providing & fixing signage 3mm thick acrylic sheet with Radium printing,
with mat/gloss laminationSS plates with words in eitching black/any colour
as per detail,on SS plate 1mm thick crome plated
a NS EXIT plate- size 12"x6" Each 3.00 819.31 2457.93
b NS Emargency plate - size 12"x6" Each 3.00 819.31 2457.93
c NS NO SMOKING plate - size 12"x6" Each 3.00 813.79 2441.38
NS TOTAL CARRIED OVER TO SUMMARY 49415.17

Page 80
 ABSTRACT OF COST FOR ADMINISTRATION BLOCK
SL.NO. DESCRIPTION AMOUNT AS PER MARKET
DSR'2012
1 SANITARY FIXTURES 118286.75

2 SOIL, WASTE VENT PIPE 205885.00

3 WATER SUPPLY (INTERNAL) 321130.02 166379.31

4 DRAINAGE(SEWERAGE) 76540.00

5 EARTH WORK 23523.00

Total Cost 745364.77 166379.31

Page 81
 NAME OF THE PROJECT :CONSTN. ADMINISTRATION WING NELIT

NAME OF WORK: DETAILED COST ESTIMATE OF INTERNAL PLUMBING WORKS

SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

A SANITARY FIXTURE:

1 17.1 Providing and fixing water closet squatting pan (Indian type WC pan) with
100mm sand cast iron P or S trap, 10 litres low level white PVC flushing cistern
with manually controlled device (Handle lever) conforming to IS:7231 with all
fittings & fixtures conpletes,including cutting and making good the walls and
floors wherever required :
a) 17.1.1 White Vitreous china Orissa pattern WC pan of size 580 x 440mm with integral Each 3 2964.10 8892.30
type foot rest.
2 17.3 Providing and fixing white vitreous china pedestal type water closet ( European
type) with seat & lid with CP brass hinges & rubber buffers, 10 ltr low level
white viterous china flushing cistern & C.P. flush bend with fittings and C.I.
brackets, 40mm flush bend, overflow arrangement with specials of standard
make and mosquito proof coupling of approved municipal design complete
including painting of fittings and brackets, cutting & making good the walls and
floors wherever required.
a) 17.3.1 WC Pan with ISI marked white solid plastic seat and lid Each 6 4220.8 25324.80

3 17.4 Providing and fixing white vitreous chine flat back or wall corner type lipped
front urinal basin 430x260x350mm and 340x 410x265mm size respectively with
automatic flushing cistern with standard flush pipe and CP brass spereaders
with brass unions and GI clamps complete including painting of fittings
brackets, cutting & making good the walls and floors wherever required.

17.4.2 Range of two urinal basins with 5 ltrs. White PVC automatic flushing cistern Each 8.00 4652.80 37222.00

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SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

4 17.7 Providing and fixing wash basin with CI brackets, 15mm CP brass pillar taps,
32mm CP brass waste of standard pattern, including painting of fittings and
brackets cutting & making good the walls, wherever required.

17.7.1 White vitrious china wash basin size 630 x 450mm with a pair of 15mm C.P. Each 12.00 1848.35 22180.00
brass pillar taps

5 17.10 Providing and fixing stainless steel A ISI: 304 (18/8) kitchen sink as per
IS:13983 with CI brackets and stainless steel plug 40mm including painting of
fittings & brackets, cutting and making good the walls wherever required.

17.10.1 Kitchen sink with drain board

17.10.1.1 Size 510x1040mm bowl depth 250mm Each 2 6743.55 13487.10

6 17.28 Providing & fixing PVC waste pipe for sink or wash basin including PVC waste
fittings complete
17.28.1 Semi rigid pipe

17.28.1.1 32mm dia Each 14.00 59.50 833.00

7 17.31 Providing and fixing 600 x 450mm bevelled edge mirror of superior glass (of Each 12.00 674.05 8089.00
approved quality) complete with 6mm thick hard board ground fixed to wooden
cleats with CP brass screws and washers complete.

8 17.34 Providing and fixing toilet paper holder

17.34.1 C.P brass Each 9.00 250.95 2258.55

TOTAL FOR SCHEDULE TIEMS(SANITARY FIXTURE) 118286.75

Page 83
SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

(B) SOIL WASTE VENT PIPES AND FITTINGS:

9 17.35 Providing and fixing soil, waste vent pipes

a) 17.35.1 100mm dia

17.35.1.2 Centrifugally cast (spun) iron socketed pipe as per IS:3989.S&S pipe Mtr 60.00 857.30 51438.00

b) 17.35.2 75mm dia

17.35.2.2 Centrifugally cast (spun) iron socketed pipe as per IS:3989. Mtr 50.00 744.50 37225.00

10 17.37 Providing and fixing MS holder-bat clamps of approved design to Sand Cast
iron/cast iron (spun) pipe embedded in and including cement concrete blocks
10x10x10 cm of 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate
20mm nominal size) including cost of cutting holes and making good the walls
etc.
17.37.1 For 100mm dia pipe Each 25 112.50 2813.00

17.37.2 For 75mm dia pipe Each 21 110.15 2295.00

11 17.38 Providing and fixing bend of required degree with access door insertion rubber
washer 3mm thick bolts and nuts complete
a) 17.38.1 100mm

17.38.1.2 Sand Cast iron S&S as per IS-3989 Each 10.00 353.25 3533.00

b) 17.38.2 75mm

17.38.2.2 Sand Cast iron S&S as per IS-3989 Each 8.00 281.15 2249.00

12 17.39 Providing and fixing plain bend of required degree

a) 17.39.1 100mm

17.39.1.2 Sand Cast iron S&S as per IS-3989 Each 10.00 296.35 2964.00

b) 17.39.2 75mm

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SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

17.39.2.2 Sand Cast iron S&S as per IS-3989 Each 15.00 221.95 3329.00

13 17.40 Providing and fixing heal rest sanitary bend

a) 17.40.1 100mm

17.40.1.2 Sand Cast iron S&S as per IS-3989 Each 7.00 342.80 2400.00

b) 17.40.2 75mm

17.40.2.2 Sand Cast iron S&S as per IS-3989 Each 10.00 297.45 2975.00

14 17.43 Providing and fixing single equal plain junction of required degree with access
door, insertion rubber washer 3mm thick, bolts and nuts complete.

b) 17.43.2 75x75x75mm

17.43.2.2 Sand Cast iron S&S as per IS-3989 Each 12.00 438.00 5256.00

15 17.56 Providing and fixing terminal guard

a) 17.56.1 100mm

17.56.1.2 Sand Cast iron S&S as per IS-3989 Each 7.00 244.10 1709.00

b) 17.56.2 75mm

17.56.2.2 Sand Cast iron S&S as per IS-3989 Each 10.00 221.95 2220.00

16 17.57 Providing and fixing collars

a) 17.57.1 100mm

17.57.1.2 Sand Cast iron S&S as per IS-3989 Each 43 238.25 10211.00

b) 17.57.2 75mm

17.57.2.2 Sand Cast iron S&S as per IS-3989 Each 36 169.25 6045.00

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SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

17 17.58 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron
pipes & fittings of dia
a) 17.58.1 a) 100mm Each 86 207.85 17816.00

b) 17.58.2 b) 75mm Each 107 176.50 18961.00

18 17.60 Providing and fixing trap of self cleaning design with screwed down or hinged
grating with or without vent arm complete, including cost of cutting and making
good the walls and floors.
a) 17.60.2 a) 100mm inlet and 75mm outlet

17.60.2.1 Sand Cast iron S&S as per IS-3989 Each 25.00 838.85 20971.00

19 17.61 Cutting chases in brick masonry walls for following diameter sand cast
iron/centrifugally cast (spun) iron pipes and making good the same with cement
concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 12.5mm
nominal size) including necessary plaster and painting in cement mortar 1:4 (1
cement: 4 coarse sand).
a) 17.61.1 a) 100mm dia Mtr. 20.00 252.10 5042.00

b) 17.61.2 b) 75mm dia Mtr. 20.00 180.40 3608.00

20 17.65 Painting sand cast iron/centrifugally cast (spun) iron soil, waste vent pipes and
fittings with paint of any colour such as chocolate grey or buff etc. over a coat of
primer (of approved quality) for new work.

a) 17.65.1 a) 100mm dia meter pipe Mtr 60.00 28.75 1725.00

b) 17.65.2 b) 75mm dia meter pipe Mtr 50.00 22.00 1100.00

TOTAL FOR SCHEDULE ITEMS(SOIL WASTE VENT PIPES & FITTINGS) 205885.00

C) WATER SUPPLY

SCHEDULE ITEMS

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SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

21 18.1 Providing & fixing Polyethene Aluminim Polyethene ( PE-AL-PE) composite

pressure pipes conforming to IS-15450 U.V. stabilized with carbon black
having thermal stability for hot & cold water supply, capable to withstand
temperature upto 80 deg. C including all special fittings of composite material
(engineering plastic blend and brass inserts wherever required) i.e. elbows,
tees, reducers, couplers & connectors etc. with clamps at 1.00 metre spacing.
This includestesting of joints complete as per direction of Engineer-in-charge.

Internal work -Exposed on wall

18.1.3 2025(16mm OD )pipe Mtr 120.20 277.95 33409.59

18.1.4 2532(16mm OD )pipe Mtr 120.20 362.85 43614.57

18.1.5 3240(16mm OD )pipe Mtr 40.00 559.65 22386.00

22 18.2 Providing & fixing Polyethene Aluminim Polyethene ( PE-AL-PE) composite

pressure pipes conforming to IS-15450 U.V. stabilized with carbon black
having thermal stability for hot & cold water supply, capable to withstand
temperature upto 80 deg. C including all special fittings of composite material
(engineering plastic blend and brass inserts wherever required) i.e. elbows,
tees, reducers, couplers & connectors etc. with clamps at 1.00 metre spacing.
This includes the costs of cutting chases and including testing of joints
complete as per direction of Engineer-in-charge.

Concealed installation including cutting chases and making good the

walls etc. complete
18.2.1 1216 ( 16mm OD) pipe Mtr 93.75 297.95 27932.81

18.2.2 1620 ( 20mm OD) pipe Mtr 100 340.60 34060.00

Page 87
SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

23 18.3 Providing & fixing Polyethene Aluminim Polyethene ( PE-AL-PE) composite

pressure pipes conforming to IS-15450-2004 U.V. stabilized with carbon black
having thermal stability for hot & cold water supply, capable to withstand
temperature upto 80 deg. C including all special fittings of composite material
(engineering plastic blend and brass inserts wherever required) i.e. elbows,
tees, reducers, couplers & connectors etc. with trenching,refilling and testing of
joints complete as per direction of Engineer-in-charge.

External work

18.3.6 4050 ( 50mm OD) Pipe Mtr 24.4 558.75 13633.50

24 18.13 Making connection of GI distribution branch with GI main of following sizes by

providing & fixing tee, including cutting and threading the pipe etc. complete.

18.13.2 50-80 mm nominal bore Each 1 630.15 630.15

25 18.17 Providing and fixing gun metal gate valve with CI wheel of approved quality
(screwed end).

18.17.1 25mm nominal bore Each 4 372.95 1491.80

18.17.2 32mm nominal bore Each 4 450.90 1803.60

18.17.3 40mm nominal bore Each 2 546.05 1092.10

18.17.4 50mm nominal bore Each 2 780.60 1561.20

26 18.18 Providing and fixing ball valve (brass) of approved quallity. High or low
pressure, with plastic floats complete.

18.18.1 15mm nominal bore Each 2 258.05 516.10

27 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed
end).

18.19.1 25mm nominal bore

Page 88
SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

18.19.1.1 Horizontal Each 2 383.45 766.90

18.19.2 32mm nominal bore

18.19.2.1 Horizontal Each 2 490.25 980.50

18.19.3 40mm nominal bore

18.19.2.2 Horizontal Each 2 620.25 1240.50

18.19.4 50mm nominal bore

18.19.2.3 Horizontal Each 2 936.35 1872.70

28 18.27 Providing & laying S&S centrifugally cast (spun) iron pipes (Class LA)
confirming to IS-1536
18.27.3 100mm dia pipe Mtrs 60.00 1476.70 88602.00

29 18.49 Providing & fixing CP brass bib cock of approved quality conforming IS 8931:

18.49.1 15mm nominal bore Each 33.00 397.50 13118.00

30 18.52 Providing and fixing CP brass stop cock (concealed) of standard design and
approved make confirming to IS: 8931.

a) 18.52.1 15mm nominal bore Each 76.00 426.55 32418.00

TOTAL FOR SCHEDULE ITEMS (WATER SUPPLY) 321130.02

NON-SCHEDULE ITEMS :(WATER SUPPLY)

32 NS Providing and fixing CI cover with frame for RCC UGT / OHT

a) a) 560 mm dia internal dia DI cover with frame (Heavy duty total weight of the Each 2.00 3448.28 6896.55
cover not less than 60 Kg)

Page 89
SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

33 NS Providing and fixing monoblock centrifugal pumping set with gun metal impeller Each 2.00 24137.93 48275.86
with totally enclosed fan colled squirrel cage induction motor capable of
discharging 50 LPM against 35m head complete with flow and pressure dial
guage, base plate priming arrangement, with wiring, panel & equipments for
water level controller to start / stop the pump automatically with protection for
dry run etc. complete in all respects.
34 NS Supplying instalation testing and commisioning of RO/Water Cooler

a) Water Cooler Each 2.00 21724.14 43448.28

b) RO Each 2.00 19396.55 38793.10

35 NS Providing and placing on terrace (at all floor levels) polyethylene water storage Litre 3000.00 9.66 28965.51724
tank IS:12701 marked with cover & suitable locking arrangement and making
necessary holes for inlet, outlet & overflow pipes but without fittings and the
base support for tank.

TOTAL FOR NON-SCHEDULE ITEMS :(WATER SUPPLY) 166379.31

D) SEWERAGE (INTERNAL):

36 19.1 Providing, laying & jointing glazed stoneware pipes grade 'A' with stiff mixture of
cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including
testing of joints etc. complete

a) 19.1.1 100 mm diameter Mtr 10.00 150.10 1501.00

37 19.2 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10
graded stone aggregate 40mm nominal size) alround SW pipes including bed
concrete as per standard design.

a) 19.2.1 100 mm dia RCC pipe Mtr 10.00 496.90 4969.00

Page 90
SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

38 19.4 Providing and fixing square - mouth SW gully trap grade 'A' complete with CI
grating brick masonry chamber with water tight CI Cover with frame of
300x300mm size (inside) the weight of cover to be not less than 4.50 Kg. and
frame to be not less than 2.70 Kg as per standard design.

a) 19.4.1 100x100mm size 'P' type

19.4.1.1 With FPS bricks class designation 75. Each 3.00 1256.35 3769.00

39 19.6 Providing and laying non-pressure NP2 class (light duty) RCC pipes with collars
jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2
fine sand) including testing of the joints etc. complete.

a) 19.6.2 150 mm dia RCC pipe Mtr 50.00 254.50 12725.00

40 19.7 Constructing brick masonary manhole in cement mortar 1:4 (1 cement: 4

coarse sand) RCC top slab with 1:2:4 mix (1 cement: 2 coarse sand: 4 graded
stone aggregate 20 mm nominal size), fondation concrete 1:4:8 (1 cement: 4
coarse sand: 8 graded stone aggregate 40 mm nominal size) inside plastering
12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with
floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1
cement: 2 coarse sand: 4 graded stone aggregated 20 mm nominal size)
finished with a floating coat of neat cement complete as per standard design.

a) 19.7.1 Inside size 90 x 80 cm and 60 cm deep including CI cover with frame (light
duty ) 455 x 610 mm internal dimensions total weight of cover and frame to be
not less than 38 kg) (weight of the cover 23 kg and weight of frame 15 kg).

19.7.1.1 With FPS bricks with class designation 75 Each 6.00 7132.00 42792.00

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SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

41 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic Each 42.00 256.75 10784.00
encapsulated as per IS:10910 on 12mm dia steel bar comforming to IS:1786
having minimum cross section as 23mm x 25mm and over all minimum length
263 mm and width as 165mm with minimum 112mm space between protruded
legs having 2mm tread on top surface by ribbing or chequiring besides
necessary & adequate anchoring projections on tail length on 138mm as per
standard drawing and suitabbe to with stend the bend test and chemical
resistance test as per specifications and having manufacture's permanent
identification mark to be visible even after fixing, including fixing in manholes
with 30x20x15cm cement concrete block 1:3:6 ( 1 cement : 3 coarse sand : 6
graded stone aggregate 20mm nominal size) complete as per design.

TOTAL FOR SCHEDULE ITEMS 76540.00

E) EARTH WORK( INTERNAL PLUMBING WORK)

SCHEDULE ITEMS

42 2.6 Earth work in excation over areas (exceeding 30cm in depth, 1.5 in width as
well as 10 sq.mt in plan) including disposal of excavated earth lead upto 50m
and lift upto 1.5 m disposed earth to be levelled and neatly dressed.

a) 2.6.1 All kind of soil Cum 60.00 129.35 7761.00

43 2.10 Excavating trenches of required width for pipes, cables, etc. including
excavation for sockets and refessing of sides, ramming of bottom depth upto
1.5m including getting out the excavated soil, and then returning the soil as
required in layers not exceeding 20mm in depth including consolidating earth
deposited layer by ramming, watering etc. and disposing of surplus excavated
soil as directed within a lead of 50m.
a) 2.10.1 All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm dia Mtr 80.00 165.60 13248.00

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SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

44 2.25 Filling available excavted earth (excluding rock) in trenches, plinth sides of cum 30.00 83.80 2514.00
foundations etc. in layet not exceeding 20 cm in depth consolidation earth
deposited layer by ramming and watering lead upto 50m and lift upto 1.5m

TOTAL FOR EARTH WORK 23523.00

Page 93
 NATIONAL BUILDINGS CONSTRUCTION CORPORA TION LIMITED
( A GOVERNMENT OF INDIA ENTERPRISE)
CONSULTANCY DIVISION
NAME OF PROJECT: CONSTN. OF ADMINSTRATION BLOCK NELIT

ABSTRACT OF COST
S.NO. DESCRIPTION ESTIMATED COST ESTIMATED COST AS PER
AS PER DSR, AS PER DSR, MARKET RATE
2012 (CIVIL 2012(ELECT.
WORK) WORK)

(A) FIRE FIGHTING 0.00 0 717669.72

Page 94
 NATIONAL BUILDINGS CONSTRUCTION CORPORATION LIMITED
CONSULTANCY DIVISION
NAME OF PROJECT: CONSTN. OF ADMINSTRATION BLOCK NELIT

S.NO. NS/DSR DESCRIPTION OF ITEM RATE (RS.) AMOUNT (RS.)

NO. UNIT QTY

A) FIRE FITHTING ITEMS (PLUMBING)

a) NON-SCHEDULE ITEMS:

1 NS Supplying, installing, testing and commissioning of electric motor driven type automatic
pressurisation, pump set suitable for automatic operation of terrace down comer system
and consisting of the following (as per CPWD specifications Part V-1985) for fire fighting set 2 61073.14 122146.28
and its amendments).

a) Fire pump with stainless steel impeller shall be horizontal end suction centrifuggaly type
having a capacity of 900 LPM against a total head of 60m so as to ensure a minimum
pressure of 3.0 kg/sqm at the highest and farthest out let at the specified flow complete
with necessary provision for pressure gauge on the delivery side including bypass
arrangement for periodic testing of the working of the pumping set as required. The pump
shall be provided with mechanical seals.(The characteristics curves, model details are to
be submitted for approal before purchase of the pumps)

b) Squirrel cage AC induction motor suitable for operation of 415V, +/- 10%, 3 phase 50 HZ,
AC supply and of minimum 7.5 HP for the above pump with flexible coupling as per
specification and conforming to IS 325-1978 and shall be TEFC type only.
c) Common base plate fabricated from mild steel channel or castiron type
d) Suitable cement concrete pump foundation with vibration damping arrangement with
cushy foot mounting as required

Electric auto manual Panal

LS 37931.03

Page 95
S.NO. NS/DSR DESCRIPTION OF ITEM RATE (RS.) AMOUNT (RS.)
NO. UNIT QTY

2 NS Providing, fixing jointing and testing of heavy class GI pipe as per relevant IS:1239/3589
with special accessories like tees, elbows, flanges, flanged joints, rubber insertion nuts
and bolts or welded joint with flange joints on bends two length of straight pipe including
fixing the pipe with suitable flat iron strip clamps brackets structural members dash
fastner, civil breakage making good the same etc painting with a primer coat & two coats
of postal red enamel paint etc complete as per standard design and drawings (above
ground)

150mm dia GI Pipe with flange jointd

Mtr 10 1339.19 13391.93
c) 100mm dia GI Pipe with flange jointd Mtr 115 892.15 102597.61
i) 25 mm dia GI pipe
Mtr 50 187.05 9352.67
3 NS Providing and fixing first aid hose reel full swinging type with 40 m long, 20 mm dia
rubber, lined high pressure pipe with shut off gun metal nozzle of 5 mm dia. The hose
reel confirming to IS 884-1969 and hose tubing to IS:1532 complete as required, including
25 mm dia GI pipe connection from riser to hose reel with all socket, nipple, elbows and Each 16 5258.00 84128.00
25 mm dia gun metal full way valve as required.

4 NS Providing and fixing the two way fire brigade connection housed in steel. Cabinet
fabricated from 2.0 mm thick steel sheet having locable arrangement, openable glazed
door, including painting a coat of primer and two coats of postal red enamel, necessary Each 1 11494.17 11494.17
supports for the cabinet etc with 150 mm dia non return, and butter fly valve complete in
all respects.
5 NS Providing and fixing set of "Siamese" two way instaneous fire brigade inlet connections
comprising of two gunmetal instantaneous male inlet coupling 63 mm dia with plug cap Each 1 6844.14 6844.14
chain, bend, tees etc for inlet to the static tank.

6 NS Providing and fixing fire hose cabinet two third glazed door shutter and frame with hold
fasts frame fabricated from 40x40x5mm and shutter from 35x35x5mm MS angle, 2000
mm high 1200 mm wide with locking arrangement, 4 mm thick glass with 1.6mm MS
sheet with flats including all accessories, painting with one coat of steel primer and two Each 16 8834.35 141349.54
coats of postel red enamel paint. (The words "Hose Cabinet" to be printed on the box).

Page 96
S.NO. NS/DSR DESCRIPTION OF ITEM RATE (RS.) AMOUNT (RS.)
NO. UNIT QTY

7 NS Supplying and installing cylindrical type air versel of 450 mm dia 2 m height fabricated for
out of 10 mm thick MS plate suitable for 7 kg/cm2 working pressure complete with 25 mm
air release valve, safety valve, pressure gauge etc as required. The air vesel shall be
continuous welded construction and painted with two coats of postal red enamel outside Each 6 6918.80 41512.82
over a coat of primer and epoxy paint inside.

8 NS Providing and fixing 0-20 kg pressure gauge of 150 mm dia.

Each 16 6918.80 110700.84
9 NS Providing and fixing fire man axe as required complete in all respects.
Each 16 408.28 6532.41
10 NS Providing and fixing gun metal non return valve of approved quality.

a) 100 mm dia (horizontal) Each 3 1903.45 5710.34

11 NS Providing and fixing Butterfly valve of approved quality.

a) 100 mm dia (horizontal) Each 3 3762.07 11286.21

12 NS Providing and fixing ball valve (brass) of approved quallity. High or low pressure,
with plastic floats complete.

a) 25mm dia Each 16 793.23 12691.72

TOTAL FOR NON-SCHEDULE ITEMS (PHE): 717669.72

Page 97
 ABSTRACT OF COST FOR ADMINISTRATION BLOCK
SL.NO. DESCRIPTION AMOUNT AS PER MARKET
DSR'2012
1 INTERNAL ELECTRICAL, UPS 1687757.00 1757154.00
SYSTEM
2 LAN SYSTEM 705627.59

3 LIFT 1586207.00

Total Scheduled Item 1687757.00 4048988.59

Page 98
 NATIONAL BUILDINGS CONSTRUCTION CORPORATION LIMITED
COUNSULTANCY DIVISION
NAME OF PROJECT :CONSTRUCTION WORK OF NEILET, AGARTALA
NAME OF WORK : PROVIDING INTERNAL ELECTRICAL INSTALLATIONS IN ADMINISTRATION BLOCK AT NEILET, AGARTALA
S.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
(A): SCHEDULE ITEMS
1 1.10 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated
copper conductor single core cable in surface / recessed medium class PVC conduit, with
modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC
insulated copper conductor single core cable etc as required.
a) 1.10.3 Group C Point 341 664.00 226424.00
2 1.11 Wiring for twin control light point with 1.5 sq.mm FR PVC insulated copper conductor single core Point 12 710.00 8520.00
cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate,
suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single
core cable etc as required.
3 1.12 Wiring for light/power plug with 2x4 Sq.mm FR PVC insulated, copper conductor, single core Metre 1036 162.00 167832.00
cable in surface/recessed PVC conduit alongwith 1 No. 4 Sq.mm FR PVC insulated copper
conductor single core cable for loop earthing as required.
4 1.13 ` Metre 444 268.00 118992.00
5 1.14 Wiring for circuit/sub main wiring alongwith earth wire with the following sizes of PVC insulated
copper conductor, single core cable in surface/recessed PVC conduit as required.
a) 1.14.1 2x1.5 Sqmm + 1x1.5 Sq.mm (For circuit wiring) Metre 2274 107.00 243318.00
b) 1.14.4 2x6 Sqmm + 1x6 Sq.mm Metre 100 206.00 20600.00
b) 1.14.5 2 X 10 sq. mm + 1 X 10 sq. mm earth wire Metre 100 310.00 31000.00
d) 1.14.9 4x6 Sqmm + 2x6 Sq.mm Metre 300 358.00 107400.00
e) 1.14.10 4x10 Sqmm + 2x10 Sq.mm Metre 150 562.00 84300.00
f) 1.14.11 4 X 16 sq. mm + 2 X 16 sq. mm earth wire (for A.C System) Metre 500 789.00 394500.00
6 1.18 Supplying and drawing following pair 0.5 sq mm FR PVC insulated annealed copper conductor,
unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as required.

Page 99
S.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
(a) 1.18.3 4 Pair Metre 700 24.00 16800.00
7 1.21 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in
surface/recess including cutting the wall and making good the same in case of recessed conduit
as required.
a) 1.21.1 20 mm Metre 700 56.50 39550.00
b) 1.21.2 25 mm Metre 100 64.50 6450.00
8 1.22 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with
suitable size phenolic laminated sheet cover in front including painting etc. as required.
a) 1.22.1 75mm x 75mm x 60mm Each 64 72.00 4608.00
9 1.24 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box
including connections but excluding modular plate etc. as required.
a) 1.24.3 15/16 amp switch Each 62 109.00 6758.00
b) 1.24.4 3 pin 5/6 amp socket outlet Each 186 96.00 17856.00
c) 1.24.6 Telephone socket outlet Each 62 48.50 3007.00
10 1.25 Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch Each 86 322.00 27692.00
box including connections but excluding modular plate etc. as required.
11 1.26 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding Each 20 22.00 440.00
modular plate as required.
12 1.27 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for
modular switches in recess etc as required.
a) 1.27.1 1 or 2 Module (75mmX75mm) Each 24 142.00 3408.00
b) 1.27.3 4 Module (125mmX75mm) Each 6 173.00 1038.00
c) 1.27.4 6 Module (200mmX75mm) Each 6 221.00 1326.00
d) 1.27.5 8 Module (125mmX125mm) Each 62 255.00 15810.00
13 1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in Each 37 366.00 13542.00
recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16
amps modular switch, connection etc. as required.
14 1.35 Erection of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS lamps per Each 150 39.00 5850.00
fitting, complete with all accessories including connection etc. as required.

Page 100
S.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
15 1.41 Installation, testing and commissioning of prewired fluorescent fitting/compact fluorescent fitting Each 56 69.50 3892.00
of all types, complete with all accessories and tubes etc. directly on ceiling/wall including
connection 1.5 Sqmm FR PVC insulated, copper conductor, single core cable and earthing etc.
as required.
16 1.42 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent Each 38 195.00 7410.00
fitting of all types, complete with all accessories and tube etc., including supplying and fixing ball
and socket arrangement, 2 no. down rods of 20 mm dia X 1.6 mm thick steel conduit upto 30 cm
length, painting and wiring the down rods and connection with 1.5 sq. mm FR PVC insulated,
copper conductor, single core cable and earthing etc. as required.
17 1.44 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard Each 86 73.50 6321.00
length (upto 30 cm) with 1.5 sq. mm FR PVC insulated, copper conductor, single core cable etc.
as required.
18 1.49 Numbering of ceiling fan/exhaust fan/ fluorescent fittings as required. Each 189 19.50 3686.00
19 1.50 Installation of exhaust fan in the existing opening, including making good the damage,
connection, testing, commissioning etc. as required.
a) 1.50.1 Upto 450 mm sweep Each 9 163.00 1467.00
20 1.51 Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. Each 9 68.50 617.00
21 2.2 Providing and fixing following rating and breaking capacity MCCB in existing cubicle panel board
including drilling holes in cubicle panel, making connections, etc. as required.
a) 2.2.1 100 Amp, 16 KA Each 2 2801.00 5602.00
22 2.3 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board,
240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din
bar, interconnections, powder painted including earthing etc. as required. (But without
MCB/RCCB/Isolator)
a) 2.3.2 2 + 6 way, Single door Each 2 513.00 1026.00
b) 2.3.4 2 + 12 way, Single door Each 2 696.00 1392.00
23 2.4 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB
distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus
bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But
without MCB/RCCB/Isolator)
a) 2.4.4 4 way (4 + 12), Double door Each 6 1654.00 9924.00
b) 2.4.5 6 way (4 + 18), Double door Each 3 2047.00 6141.00

Page 101
S.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
24 2.5 Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 volts, TPN
MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps
tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB's (but without
MCB's and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3
a) 2.5.2 8 way (4 + 24), Single door Each 2 3730.00 7460.00
25 2.10 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker
suitable for inductive load of following poles in the existing MCB DB complete with connections,
testing and commissioning etc. as required.
a) 2.10.1 Single pole Each 154 141.00 21714.00
b) 2.10.2 Single pole and neutral Each 5 367.00 1835.00
c) 2.10.5 Triple pole and neutral Each 4 723.00 2892.00
26 2.11 Supplying & fixing single pole blanking plate in the existing MCB DB complete etc. as required. Each 6 5.50 33.00

27 2.14 Supplying and fixing of following rating, double pole, (single phase & neutral), 240 Volts, residual
current circuit breaker (RCCB), having a sensitivity current upto 300 mA in the existing MCB DB
complete with connections, testing and commissioning as required.
a) 2.14.1 25 Amps Each 2 1318.00 2636.00
b) 2.14.2 40 Amps. Each 2 1394.00 2788.00
28 2.15 Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual
current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing
MCB DB complete with connections, testing and commissioning etc. as required.
a) 2.15.1 25 Amps Each 6 1679.00 10074.00
b) 2.15.2 40 Amps. Each 3 1703.00 5109.00
29 2.18 Supplying and fixing 20 amps, 240 volts, SPN industrial type, socket outlet, with 2 pole and earth, Each 16 693.00 11088.00
metal enclosed plug top alongwith 20 amps "C" curve, SP, MCB, in sheet steel enclosure, on
surface or in recess, with chained metal cover for the socket out let and complete with
connections, testing and commissioning etc. as required.
30 5.2 Earthing with GI earth pipe 4.5 m long, 40mm dia including accessories, and providing masonary Set 2 3385.00 6770.00
enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal /
coke and salt as required.

Page 102
S.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
31 5.9 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth Metre 5.00 97.50 488.00
electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required.
(Jointing shall be done by overlapping and with 2 sets of G.I nut bolt & spring washer spaced at
50mm)
32 5.18 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with Metre 19.00 19.50 371.00
existing surface/ recessed conduit/ submain wiring/ cable as required.
TOTAL SCHEDULE ITEMS 1687757.00
(B) NON-SCHEDULE ITEMS:
33 NS Supplying of light fittings complete with all standard accessories as required.
1x13 W CFL. Fitting Surface mounted as per Decon Product. No 03XA with Lamp or similar
a) Each 24 964.83 23156.00
specification of other approved makes.
2x11 W CFL. Wall Surface mounted as per Bajaj Product. No BSM 211 CFL W2EB with Lamp
b) Each 78 1035.17 80743.00
or similar specification of other approved makes.
c) 1x18 W CFL. Bulk Head Fitting Surface mounted as per LUSTRE Product. No 6217 with Lamp Each 4 1482.76
or similar specification of other approved makes. 5931.00

d) 1x11 W CFL. Wall Surface (Mirror Light) mounted as per LUSTRE Product. No LI-3230 with Each 12 1633.10
Lamp or similar specification of other approved makes. 19597.00

e) 70 W MH. Fitting Surface mounted as per LUSTRE Product. No LI-507170 or similar Each 4 3116.55
12466.00
specification of other approved makes.
f) 36 W LED. 2' X 2' Fitting Recessed mounted as per Bajaj Product. No BGRSQL 3601WH or Each 18 9309.66
167574.00
similar specification of other approved makes.
Supplying of light fittings complete with all standard accessories of the following type as required.
34 NS
1x28 W Fl. Fitting as per Bajaj Product. No BLPR 128 with lamp or similar specification of other
a) Each 4 1108.97 4436.00
approved makes.
2x36 W Fl. Fitting as per Bajaj Product. No BCIR 236 W2EB with lamp or similar specification of
b) Each 62 932.41 57810.00
other approved makes.
1x36 W Fl. Fitting as per Bajaj Product. No BCIR 136 WEB with lamp or similar specification of
c) Each 28 639.31 17901.00
other approved makes.
2x36 W Fl. Fitting (Mirror optics) as per Bajaj Product. No BLMRA 236 TD with lamp or similar
d) Each 10 3604.83 36048.00
specification of other approved makes.

Page 103
S.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
Supplying of approved make ceiling fan of double ball bearing of the following sizes with
35 NS resistance type regulator and its all accessories suitable for operation on 230V single phase, 50
Hz, AC supply complete as required.
a) 1200mm sweep (USHA/GEC/ CROMPTON/ BAJAJ/HAVELLS) Each 27 1318.62 35603.00
b) 1200mm sweep Ornamental Ceiling Fan (Metallic Model) (USHA/GEC/ CROMPTON/ Each 34 1619.31
55057.00
BAJAJ/HAVELLS)
c) 1400mm sweep (USHA/GEC/ CROMPTON/ BAJAJ/HAVELLS) Each 25 1406.21 35155.00
Supplying of approved make Wall fan of the following sizes and its all accessories suitable for
36 NS operation on 230V single phase, 50 Hz, AC supply complete as required.
a) 400mm sweep (USHA/GEC/ CROMPTON/ BAJAJ/HAVELLS) Each 2 2081.38 4163.00
Exhaust Fan of the following sizes and its all accessories suitable for operation on 230V single
37 NS
phase, 50 Hz, AC supply complete as required.
a) 300 mm sweep (HAVELLS/CROMPTON/ BAJAJ) Each 6 2026.90 12161.00
b) 380 mm sweep (HAVELLS/CROMPTON/ BAJAJ) Each 3 2433.79 7301.00
38 NS Supplying installation, testing commissioning of telephone tag block or similar specification of
other approved makes. of the following sizes
a) 10 Pair Each 1 623.45 623.00
39 NS Supplying installation, testing commissioning of RJ 45 Single Module Socket or similar Each 62 285.52
17702.00
specification of other approved makes. of the following sizes
40 NS Supplying installation, testing & commissioning of Raceway complete G.I fitting of the following
Ampere rating as required.
a) 200 Amps Metre 45 506.90 22810.00
b) 100 Amps Metre 75 327.59 24569.00
41 NS Supplying installation, testing & commissioning of Junction Box complete G.I fitting of the
following size as required.
a) 250 x 250 x 60 mm Each 25 579.31 14483.00
b) 150 x 150 x 60 mm Each 11 365.52 4021.00
Supplying installation, testing & commissioning of Centralised Online UPS System (30 Minutes
42 NS
Backup) complete with all standard accessories of the following rating as required.
a) 10 KVA Each 1 230582.07 230582.00

Page 104
S.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
b) 3 KVA Each 1 94237.93 94238.00
43 NS Supplying and fixing 40 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable Each
7 1072.41 7507.00
for inductive load of 3 poles with connections, testing and commissioning etc. as required.
AIR - CONDITIONING SYSTEM
44 NS Supplying, installation, testing & commissioning of 2.0 Ton Split type Air- Conditioning system Each
with all standard accessories i.e. M.S Frame, Copper pipe (upto 4 mtrs.) with insulation, Drain 11 41379.31 455172.00
pipe, Stabilizer as required.
45 NS Supplying, installation, testing & commissioning of 2.0 Ton Cassette type Air- Conditioning Each
system with all standard accessories i.e. M.S Frame, Copper pipe (upto 4 mtrs.) with insulation, 5 62068.97 310345.00
Drain pipe, Stabilizer as required.
TOTAL NON-SCHEDULE ITEMS RS. 1757154.00

Page 105
 NATIONAL BUILDINGS CONSTRUCTION CORPORATION LIMITED
COUNSULTANCY DIVISION
NAME OF PROJECT :CONSTRUCTION WORK OF NEILET, AGARTALA
NAME OF WORK : PROVIDING LAN SYSTEM INSTALLATIONS IN ADMINISTRATION BLOCK AT NEILET, AGARTALA

S. No. Item Description Unit Qty Unit Price Amount

1 CAT 6 Cable Box(305mtrs) Box 5.00 7789.66 38948.28
2 CAT 6 Jack Panel 24 port Loaded (Data) Nos. 3.00 7586.21 22758.62
3 Patch Cord(4feets for Data Workstation) Nos. 62.00 286.21 17744.83
4 Patch Cord (7feets for Data Rack End) Nos. 62.00 275.86 17103.45
5 I/O ( Work Station End) Nos. 62.00 275.86 17103.45
6 FACE PLATE (DUPLEX) Nos. 62.00 148.28 9193.10

RACK AND ACCESSORIES

1 24U Close Rack with Accessories (PDU 5/15 Amp‐2 Nos., Mounting
Hardware@10 per rack 8 Nos.Fan (2Nos.) and casters ( Packet of 4),
front glass door with lock & keys, Cable Manager 10 Nos. Nos. 1.00 74482.76 74482.76

CISCO SWITCH FOR DATA

1 Cisco catalyst 2960 21 10/100 +2 T /SFP LAN base image warranty 5
years Nos. 3.00 51241.38 153724.14
2 Cisco GE SFP, LC Connector SX transciever Nos. 3.00 29448.28 88344.83

BOM FOR VOICE

1 CAT 6 Cable Box(305mtrs) Box 5.00 7789.66 38948.28
2 CAT 6 Jack Panel 24 port Loaded (Data) Nos. 6.00 7586.21 45517.24
3 Patch Cord(4feets for Data Workstation) Nos. 62.00 275.86 17103.45
4 I/O ( Work Station End) Nos. 62.00 275.86 17103.45

SERVICES
1 Laying of Cat‐6 cable mtr 3050.00 10.34 31551.72
2 I/O terminaton Nos. 124.00 72.41 8979.31
3 Fixing of jack pannel Nos. 9.00 1475.86 13282.76
4 Installation of rack Nos. 1.00 1655.17 1655.17
5 Fixing of plate/SMB Nos. 62.00 41.38 2565.52
6 Ferulling, Scanning and documentation Nos. 124.00 137.93 17103.45
7 Installation of Cisco switch and configuration Nos. 3.00 10344.83 31034.48
8 Configuration and management of network Nos. 1.00 41379.31 41379.31
GRAND TOTAL 705627.59

Page 106
 NATIONAL BUILDINGS CONSTRUCTION CORPORATION LTD.
COUNSULTANCY DIVISION
NAME OF PROJECT :CONSTRUCTION WORK OF NEILET, AGARTALA
NAME OF THE WORK: DETAILED COST ESTIMATE OF PASSENGERS LIFTS AT ADMINISTRATION BLOCK AT NEILET, AGARTALA
S.NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
NON SCHEDULE ITEMS
1 Supplying, installation, testing & commissioning of 13 passengers (884 kg.) lifts having SET 1 1586206.90 1586207.00
contract speed of 1 MPS serving different floors in the lift shaft as per detailed
specifications enclosed and as under:
Location of lifts: ADMINISTRATION BLOCK AT NEILET, AGARTALA
i) Speed: 1.0 mtr. Per second
ii) Floor : Ground floor to 2nd floor
ii) Travel : 10.8 mtrs. (3 Floors x 3.6 mtr. height)
iv) Stops & opening: 3 stops & 3 openings
v) Controller: AC variable voltage & variable frequency.
vi) Automatic rescue device complete with dry maintenance free batteries as required.
vii) Operation: Microprocessor based simplex selective collective with/without attendant

viii) Power: 415V, 3 phase, 50 Hz, 4 wires system

ix) Type of doors:
a) Car: Power operated, centre opening, horizontal sliding stainless steel scratch proof (moon
rock finish)
b) Landing doors: MS doors finished with spray painting of approved shade.
c) A hand rail not less than 600mm long at 900mm above floor level to be fixed adjacent to
control panel in the lift car.
d) Voice announcement system in the car to anounce the position of the elevator in the
hoistway as the car passes or stops at a floor served by the elevator.
GRAND TOTAL Rs. 1586207.00

Page 107
 NAME OF THE PROJECT: CONSTN. OF PROPOSED ADMINISTRATION BLOCK FOR NIELIT AT AGARTALA

SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT (RS.)
NO. (RS.)
HORTICULTURE & LANDSCAPING:
1 23.1 Trenching in ordinary soil up to a depth of 60cm including removal and Cum 100.00 30.90 3090.00
stacking of serviveable materials and then disposing of by spreading and
neatly leveling with in a lead of 50m and making up the trenched area to
proper levels by filling with earth or earth mixed with sludge or/and
manure before and after flooding trench with water (excluding cost of
impored earth, sludge or manure)
2 23.2 Supplying & stackng of good earth at site including royalty and carriage Cum 100.00 260.70 26070.00
up to 1 km (earht measured in stacks will be reduced by 20% for
Payment).
3 23.4 Supplying & stackng at site dump manur from Badli or other approved
source, including carriage upto 1 km (manure measured in stacks will be
reduced by 8% for payment).
a) 23.4.1 Screened through sieve of IS designation 20mm Cum 35.00 138.30 4840.50
4 23.5 Rough dressing the trenched ground including breaking clods. 100 Sqm 10.00 59.85 598.50

5 23.6 Uprooting weeds from the trenched area after 10 to 15 days of its flooding 100 Sqm 10.00 194.05 1940.50
with water including disposal of uprooted vegentation
6 23.7 Fine dressing the ground 100 Sqm 10.00 145.90 1459.00
7 23.8 Spreading of sludge, dump manure or/and good earth in required Cum 35.00 21.00 735.00
thickness (cost of sludge, dump manure or/and good earth to be paid
separately).
8 23.9 Mixing earth and sludtge or manure in proportion specified or directed Cum 150.00 14.35 2152.50

9 23.10 Grassing with 'Doob' grass including watering and maintenance of the
lawn for 30 days or more till the grass forms a thick lawn free from weeds
and fit for mowing including supplying good earth if needed (the good
earth shall be paid for separately).

Page 108
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT (RS.)
NO. (RS.)
a) 23.10.3 In rows 5 cm apart in either direction 100 Sqm 20.00 700.25 14005.00

10 23.13 Preparation of beds for hedging and shrubbery by excavating Cum 110.00 87.50 9625.00
60cm deep and trenching the excavated base to a further depth
of 30cm,refilling the excavated earth after breaking clods and
mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked
volume of earth after reduction by 20% : one part of stacked
volume of sludge or manure after reduction by 8%), flooding with
water, filling with earth if necessary, watering and finally fine
dressing, leveling etc.including stacking and disposal of materials
declared unserviceable and surplus earth by spreading and
leveling as directed, within a lead of 50m lift up to 1.5 m complete
(cost of sludge, manure or extra earth to be paid for separately).
11 23.16 Providing and fixing M S flat iron tree guard 60cm dia. And 2m height Each 40.00 2580.60 103224.00
above ground level formed of 4 nos. 25x6mm and 8 nos 25x3mm vertical
M.S. flats rivetted to 3 nos. 25x6mm M S flat iron rings in two halves,
bolted together with 8mm dia. And 30mm long bolts including painting
two coats with paint of approved brand and manufacture over a coat of
priming, complete in all respect.
12 23.19 Edging with bricks laid dry length wise including excavation, refilling, 0.00
consolidating with had packing and spreading neartly suruplus earth withi
a lead of 50m
a) 23.19.1 75 class designation 0.00
(i) 23.19.1.1 F P S Brick metre 450.00 23.55 10597.50
TOTAL FO SCHEDULED ITEMS 178337.50
NON-SCHEDULED ITEMS
13 NS Supply / planting the sapling of trees shaddy, flowering and fruits of Each 40.00 379.31 15172.41
height upto 600 mm i/c all excavation in dia 1 meter and depth 1.5meter
with good earth/manure in required proportion making Thaola etc and
watering complete ( The cost of good earth and manure will be paid
saperately ) Types of trees/sapling should be Cycus palm,Fycus (black),
aero coria, Red salsa, Dry cina nohtane , Fycus Rizonald etc as per the
Engineer-In-charge.
14 Supply and planting Goldern Durrente complete in all respect as per the Each 40.00 11.72 468.97
instruction of Engineer-In-charge.
TOTAL OF NON-SCHEDULE ITEMS 15641.38

Page 109
 NATIONAL BUILDINGS CONSTRUCTION CORPORATION LIMITED
"CONSULTANCY DIVISION"
NAME OF THE PROJECT: CONSTRUCTION. OF PROPOSED GIRLS HOSTEL FOR NIELIT AT AGARTALA,TRIPURA
GENERAL ABSTRACT OF COST
S.NO. DESCRIPTION AMOUNT AS PER DSR AS PER MARKET
2012 (RS.) RATE (RS.)

1.0 CIVIL WORK MAIN BUILDING 16309564.60 1681466.97

2.0 INTERNAL & EXTERNAL PLUMBING WORKS 821497.00 213534.48
3.0 INTERNAL ELECTRICAL WORK, 1582561.00 332933.28
7.0 HORTICULTURE & LANDSCAPING: 96531.00 7820.69
TOTAL 18810153.60 2235755.41

Page 110
 NAME OF THE PROJECT: CONSTRUCTION. OF PROPOSED GIRLS HOSTEL FOR NIELIT AT AGARTALA,TRIPURA
ABSTRACT OF COST
SL.NO. DESCRIPTION AMOUNT BASED ON
DSR-2012 (RS.) NON SCHEDULED
MARKET RATE
1 CARRIAGE OF MATERIAL 3311.50
2 EARTH WORK 1207278.00
3 CONCRETE WORK 512286.20 8979.31
4 RCC WORK 7703867.60
5 BRICK WORK 15825.00 1390600.76
6 MARBLE WORK 68709.40
7 WOOD WORK 978418.25
8 STEEL WORK 523995.05
9 FLOORING WORK 1375039.00 222620.69
10 ROOFING WORK 187584.65
11 FINISHING WORK 1721579.75
12 ALUMINIUM WORK 1439465.20 11586.21
13 WATER PROOFING WORK 572205.00
14 MISCELLANEOS ITEMS 47680.00
(A) 16309564.60 1681466.97 (B)

Page 111
 NAME OF THE PROJECT: CONSTRUCTION. OF PROPOSED GIRLS HOSTEL FOR NIELIT AT AGARTALA,TRIPURA

CIVIL WORKS
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
CARRIAGE OF MATERIALS
1 1.1. By mechnical transport including loading, unloading & stacking

1.1.1 Lime,moorum,Building rubbish

a) 1 KM Cum 50.00 66.23 3311.50

TOTAL CARRIED OVER TO SUMMARY 3311.50

EARTH WORK:
2 2.6 Earth work in excavation by mechanical means (Hydraulic
excavator/manual means over areas (exceeding 30cm in depth , 1.5m in
width as well as 10 sqm on plan) including disposal of excavated
earth,lead upto 50m and lift upto 1.5m disposed earth to be levelled and
neatly dressed.
a) 2.6.1 All kinds of soil. cum 380.00 129.35 49153.00
3 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides cum 2880.00 83.80 241344.00
of foundations etc. in layers not exceeding 20cm in depth, consolidating
each deposited layer by ramming and watering lead upto 50 mtrs. and lift
upto 1.5 mtr.
4 2.27 Supplying and filling in plinth with local sand under floors including Cum 270.00 749.30 202311.00
watering, ramming consolidating and dressing complete.

5 2.34 Supplying chemical emulsion in sealed containers including delivery as 0.00

specified.
a) 2.34.1 Chlorpyriphos/Lindane Emulsifiable concentrate of 20%. Ltr. 100.00 185.95 18595.00

6 2.35 Diluting and injecting chemical chemical emulsion for POST

CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical
emulsion)

Page 112
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
a) 2.35.3 Treatment of soil under existing floors using chemical emulsion @ one ltr.
Per hol, 300mm apart including drilling 12mm diameter holes and plugging
with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing
floor.
i) 2.35.3.1 With Chlorpyriphos /Lindane E C. 20% with 1% concentration. Sqm 500.00 88.25 44125.00

7 16.3 Supplying and stacking at site:

a) 16.3.9 Good earth Cum 2500.00 260.70 651750.00
TOTAL CARRIED OVER TO SUMMARY 1207278.00
CONCRETE WORK:
8 4.1 Providing and laying in position cement concrete of specified grade
excluding the cost of centring and shuttering - All work upto plinth level:
a) 4.1.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm cum 26.00 4514.05 117365.30
nominal size)
b) 4.1.6 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm cum 60.00 3888.20 233292.00
nominal size)
c) 4.1.8 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm cum 25.00 3593.30 89832.50
nominal size)
9 4.2 Providing and laying cement concrete in retaining walls, return walls, walls
(any thickness) including attached pilasters, columns, piers, abutments,
pillars, posts, struts, buttresses, string or lacing coarses, parapets, coping,
bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five
level, excluding the cost of centering, shuttering and finishing:
a) 4.2.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm cum 4.00 4782.35 19129.40
nominal size)
10 4.11 Providing and laying damp-proof coarse 50mm thick cement concrete 1:2:4 Sqm 70.00 254.70 17829.00
(1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal
size)
11 4.12 Extra for providing and mixing water proofing material 'Impermo' or per 50 kg. 200.00 35.35 7070.00
equivalent in cement concrete work @ 1 kg. Per 50 Kg. of cement. cement

Page 113
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
12 4.13 Applying a coat of residual petroleum bitumen of penetration 80/100 of Sqm 70.00 96.65 6765.50
approved quality using 1.7 kg. Per Sqm on damp proof course after
cleaning the surface with brushes and finally with a piece of cloth lightly
soaked in Kerosene oil.
13 4.17 Making Plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : Sqm 62.00 338.75 21002.50
3 Coarse sand :6 graded stone aggregate 20mm nominal size) over 75 mm
bed of dry bricks ballast 40mm nominal size well rammed and consolidated
and grouted with fine sand including finishing the top smooth.

TOTAL CARRIED OVER TO SUMMARY 512286.20

NON-SCHEDULE ITEM:
14 NS Providing and laying in position dry brick ballast 40mm nominal size and Cum 14.00 641.38 8979.31
grouted with fine sand including finishing the top smooth upto floor five
level.

TOTAL CARRIED OVER TO SUMMARY 8979.31

RCC WORK:
15 5.9 Centring and shuttering including strutting, propping etc. and removal of
form for:
a) 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 460.00 166.90 76774.00
b) 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and sqm 100.00 285.15 28515.00
string courses etc.
c) 5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 1182.00 311.20 367838.40
d) 5.9.4 Shelves (Cast in situ) sqm 100.00 311.20 31120.00
e) 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 1272.00 262.25 333582.00
f) 5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts sqm 500.00 365.60 182800.00
g) 5.9.7 Stairs, (excluding landings) except spiral-staircases. sqm 45.00 326.30 14683.50

h 5.9.13 Vertical and horizontal fins individually or forming box louvers band, facias sqm 150.00 470.10 70515.00
and eaves boards

Page 114
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
i) 5.9.15 Small lintels not exceeding 1.5m clear span, moulding as in cornices, sqm 150.00 166.90 25035.00
window sills, string courses, bands, copings, bed plates, anchor blocks
and the like.
j) 5.9.16 Edges of slabs and breaks in floors and walls
k 5.9.16.1 Under 20 cms wide Mtr. 225.00 99.45 22376.25
l) 5.9.18 Small surfaces such as cantilever ends, brackets and ends of steps, caps sqm 100.00 398.35 39835.00
m 5.9.19 and basesshade,
Weather to pilasters and
chajjas, columns
corbels etc.and the likeedges.
including sqm 125.00 411.10 51387.50
16 5.18 Providing precast cement concrete Jali 1:2:4 (1 cement: 2 coarse sand: 4
stone aggregate 6mm nominal size) reinforced with 1.6mm dia mild steel
wire including centring & shuttering roughening cleaning, fixing and
finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete
excluding plastering of the jambs, sills and soffits.

a) 5.18.1 50mm thick Sqm 40.00 598.15 23926.00

17 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete
a) 5.22.6 Thermo-Mechanically Treated bars Kg. 19560.00 62.25 1217610.00

18 5.22 A Reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete
a) 5.22A.6 Thermo-Mechanically Treated bars Kg. 43068.00 62.25 2680983.00

19 5.33 Providing and laying in position machine batched, machine mixed and
machine vibrated design mix cement concrete of specified grade for
reinforced cement concrete work including pumping of concrete to site of
laying but excluding the cost of centring, shuttering, finishing and
reinforcement-including admixture in recommended proportions as per
IS:9103 to accelerate, retard setting of concretre, improve workability
without impairing strength and durability as per direction of Engineer-in-
charge.
Note-cement content considered in this item is @330kg/cum. Excess/less
cement used as per design mix is payable /recoverable separately ).

Page 115
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
a) 5.33.1 All works upto plinth level Cum 163.00 5242.15 854470.45
b) 5.33.2 All works above plinth level upto floor five level Cum 291.00 5781.50 1682416.50

TOTAL CARRIED OVER TO SUMMARY 7703867.60

Page 116
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
20 6.15 Extra for providing and placing in position 2 Nos. 6 mm dia MS bars at Sqm 250.00 63.30 15825.00
every third course of half brick masonry (with FPS bricks)
TOTAL CARRIED OVER TO SUMMARY 15825.00
NON-SCHEDULE ITEM:

21 NS Brick work with FPS bricks of class designation 100 in foundation & plinth
in:
a) Cement mortar 1:6 (1 cement: 6 coarse sand) Cum 40.00 3964.20 158568.00

22 NS Brick work with F.P.S. bricks of class designation 100 in superstructure

above plinth level up to floor V level in all shapes and sizes in:
a) Cement mortar 1:6 (1 cement: 6 coarse sand) Cum 265.00 4160.34 1102491.38
23 N.S 125mm brick masonry with FPS bricks of class designation 100 in
supersructure above plinth in level upto floor V level
a) Cement mortar 1:4 (1 cement: 4 coarse sand) Sqm 250.00 518.17 129541.38
TOTAL CARRIED OVER TO SUMMARY 1390600.76
MARBLE WORK:
24 8.2 Providing and fixing 18mm thick gang saw cut mirror (polished
premoulded and prepolished) machine cut for kitchen platforms, vanity
counters, window sills, facias and similar locations of required size of
approved shade, colour and texture laid over 20mm thick base cement
mortar 1:4 (1 cement: 4 coarse sand) with joints treated with white cement,
mixed with matching pigment,epoxy touch ups, including rubbing curing,
moudling and polishing to edge to give high gloss finish etc. complete at
all levels.
a) 8.2.1 White marble - Raj Nagar plain /udaipur green marble /zebra black marble

i) 8.2.1.2 Area of slab over 0.50 Sqm Sqm 15.00 1980.80 29712.00
b) 8.2.2 Granite of any colour and shade

Page 117
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
i) 8.2.2.2 Area of slab over 0.50 Sqm Sqm 10.00 3083.40 30834.00
25 8.3 Extra for providing edge moulding to 18mm thick marble stone counters,
Vanities etc. Including machine polishing to edge to give high gloss finish
etc. Complete as per design approved by Engineer-in-Charge.
a) 8.3.1 Marble work. Mtr. 40.00 105.70 4228.00

26 8.5 Extra for providing opening of required size & shape for wash basins / Each 14.00 281.10 3935.40
kitchen sink in kitchen platfrom, vanity counters and similar location in
marble / Granite / stone work including necessary holes for pillar taps etc.
Including rubbing and polishing necessary etc. complete.
TOTAL CARRIED OVER TO SUMMARY 68709.40
WOOD WORK:
27 9.20 Providing and fixing ISI marked flush door shutters conforming to IS:2202 .
(Part-I) decorative type, core of block board construction with frame of 1st
class hard wood and well matched commercial 3 ply veneering with
vertical grains or cross bands and face veneers on both faces of shutters.

a) 9.20.1 35 mm thick including ISI marked stainless steel butt hinges with Sqm 130.00 2159.05 280676.50
necessary screws.
28 9.20.3 25mm thick ( for cupboard) including ISI marked nickel plated bright Sqm 160.00 1789.45 286312.00
finished M.S. piano hinges IS :3818 marked with necessary screws
29 9.27 Providing and fixing 35mm thick wire gauze shutters using galvanised MS
wire gauze of average width of aperture 1.4mm with wire of dia, 0.63mm
for doors, windows and clerestory windows including ISI marked bright
finished or/and black enamelled MS butt hinges with necessary screws.

a) 9.27.1 35 mm thick shutters

i) 9.27.1.2 With ISI marked stainless steel butt hinges of required size
9.27.1.2. Second class teak wood. Sqm 101.00 2737.90 276527.90
30 9.48 Providing and fixing MS grills of required pattern in frames of windows etc.
with MS flats, square or round bars etc. all complete

Page 118
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
a) 9.48.2 Fixed to opening /wooden frames Kg. 600.00 98.20 58920.00

31 9.96 Providing and fixing aluminium sliding door bolts ISI marked anodised
(anodic coating not less than grade AC 10 as per IS: 1868) transparent or
dyed to required colour or shade with nuts and screws etc. complete:

a) 9.96.1 300 x 16 mm Each 42.00 203.80 8559.60

b) 9.96.2 250 x 16 mm Each 42.00 168.95 7095.90
32 9.97 Providing and fixing aluminium tower bolt ISI marked anodised (anodic
coating not less than grade AC 10 as per IS :1868) transparent or dyed to
required colour or shade with necessary screws etc. complete:

a) 9.97.1 300x10 mm Each 84.00 100.40 8433.60

b) 9.97.2 250x10 mm Each 84.00 86.45 7261.80
c) 9.97.4 150x10 mm Each 50.00 59.00 2950.00
33 9.99 Providing and fixing 50cm long aluminium kicking plate 100x3.15mm Each 155.35 0.00
anodised (anodic coating not less than grade AC 10 as per IS:1868)
transparent or dyed to required colour or shade with necessary screws etc.
complete:
34 9.83 Providing & fixing IS:3564 marked aluminium Die cast body tubular type Each 20.00 610.60 12212.00
universal hydraulic door closer with necessary accessories and screws
etc. complete
35 9.100 Providing and fixing aluminium handles ISI marked anodised (anodic
coating not less than grade AC 10 as per IS:1868) transparent or dyed to
required colour or shade with necessary screws etc. complete:
a) 9.100.1 125 mm Each 84.00 62.50 5250.00
b) 9.100.2 100 mm Each 50.00 49.55 2477.50
36 9.101 Providing and fixing aluminium hanging floor door stopper ISI marked
anodised (anodic coating not less than grade AC 10 as per IS :1868)
transparent or dyed to required colour or shade with necessary screws etc.
complete:

Page 119
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
a) 9.101.2 Twin rubber stopper Each 67.00 71.55 4793.85
37 9.103 Providing & fixing bright finished brass 100 mm mortice latch & lock ISI Each 24.00 706.15 16947.60
marked with 6 levers and a pair of anodised(anodic coating not less than
grade AC 10 as per IS :1868) aluminium lever handles with necessary
screws etc. complete (Best make of approved quality)
TOTAL CARRIED OVER TO SUMMARY 978418.25
STEEL WORK
38 10.5 Providing and fixing 1mm thick MS sheet door with frame of 40x40x6mm
angle iron and 3mm MS gusset plates at the junctions and corners, all
a) 10.5.1 necessary fittings40x40x6mm
Using MS angle complete, including applying
for diagonal a primer coat of approved
braces. Sqm 2.10 2551.45 5358.05
39 10.11 Providing & fixing factory made ISI marked steel glazed doors, windows Kg. 50.00 96.30 4815.00
and ventilators side/top/central hung with beading and all members such
as K11B and K12B etc. complete of standard rolled steel sections, joints
mitred and flash butt welded and sash bars tenoned and riveted with
15x3mm lugs, 10cm long, embedded in cement concrete blocks
15x10x10cm of 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate
20mm nominal size) or with wooden plugs and screws or rawl plugs and
screws or with fixing clips or with bolts and nuts as required, including
providing and fixing of hinges, pivots, float glass panes with glazing clips
and special metal sash putty of approved make and a priming coat of
approved steel primer, excluding the cost of metal beading and other
fittings except necessary hinges or pivots complete as per approved
design.
40 10.13 Providing & fixing T-iron frames for doors, windows & ventilators of mild Kg. 50.00 73.30 3665.00
steel T-sections, joints mitred and welded with 15x3 mm lugs, 10 cm long,
embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement: 3
coarse sand: 6 graded stone aggr. 20 mm nominal size) or with wooden
plugs & screws or rawl plugs and screws or with dash fasteners or with
fixing clips or with bolts and nuts as required, including fixing of necessary
butt hinges & screws and applying a priming coat of approved steel primer.

Page 120
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
41 10.14 Providing and fixing pressed steel door frames conforming to IS:4351
manufactured from commercial mild steel sheet of 1.25 mm thickness
including hinges, jamb, lock jamb, bead and if required angle threshold of
mild steel angle of section 50x 25 mm, or base ties of 1.25 mm pressed
mild steel welded or rigidly fixed together by mechanical means, adjustable
lugs with split end tail to each jamb including steel butt hinges 2.5 mm
thick with mortar guards, lock strike-plate and shock absorbers as
specified and applying a coat of approved steel primer after pre-treatment
of the surface as directed by the Engineer-in-charge.

a) 10.14.1 Profile B
i) 10.14.1.1 Fixing with adjustable lugs with split end tail to each jamb Mtr 160.00 346.75 55480.00
b) 10.14.2 Profile C
i) 10.14.2.2 Fixing with adjustable lugs with split end tail to each jamb Mtr 250.00 370.00 92500.00
42 10.25 Steel work welded in built up sections/framed work including cutting
hoisting, fixing in position and applying a priming coat of approved steel
primer using structural steel etc. as required
a) 10.25.2 In gratings, frames, guard bar, ladders, railings, brackets, gates & similar Kg. 150.00 77.90 11685.00
works
43 10.18 Providing and fixing circular/hexagonal cast iron or MS sheet box for Each 60.00 117.45 7047.00
ceiling fan clamp of internal dia 140mm, 73mm height, top lid of 1.5mm
thick M.S. sheet with its top surface hacked for proper bonding, top lid
shall be screwed into the cast iron/ MS box by means of 3.3mm dia round
headed screws, one lock at the corners. Clamps shall be made of 12mm
dia M.S. bar bent to shape as per standard drawing.
a) 10.26 Providing and fixing hand rail of approved size by welding etc. to steel
ladder railing, balcony railing & staircase railing including applying a
priming coat of approved steel primer.
i) 10.26.1 MS tube Kg. 100.00 86.45 8645.00

Page 121
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
44 10.28 Providing and fixing stainless steel ( grade 304 )railing made of Hollow
tubes , channels , plates etc , including welding grinding , buffing
,polishing and making curvature ( wherever required ) and fitting the same
with necessary stainless steel nuts and bolts complete ,I/c fixing the railing
with necessary accessories &stainless steel dash fasteners ,stainless
steels bolts etc ,of required size ,on the top of the floor or the side of waist
slab with suitable arrangment as per approval of Engineers -in-charge, (
for payment purpose only weight of stainless steel members shall be
considered excluding fixing accesories such as nuts ,bolts, fasteners etc
Kg 600.00 558.00 334800.00
TOTAL CARRIED OVER TO SUMMARY 523995.05
FLOORING WORK
45 11.4 52 mm thick cement concrete flooring with concrete hardener topping Sqm 25.00 420.50 10512.50
under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand:
4 graded stone aggregate 20 nominal size) and top layer 12 mm thick
cement hardener consisting of mix 1:2 (1 cement hardener mix: 2 stone
aggregate 6 mm nominal size) by volume hardening compound is mixed @
2 Ltrs per 50 kg. of cement or as per manufacturer specifications. This
includes cost of cement slurry, but excluding the cost of nosing of steps
etc. complete
46 11.6 Cement plaster skirting (upto 30 cm height) with cement mortar 1:3 (1
cement: 3 coarse sand) finished with a floating coat of neat cement.
a) 11.6.1 18 mm thick Sqm. 50.00 258.20 12910.00
47 11.13 Providing & fixing glass strips in joints of terrazo/cement concrete floors.
a) 11.13.1 40 mm wide and 4 mm thick Mtr. 10.00 29.40 294.00
48 11.16 Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12
mm laid in floors, and landings, jointed with neat cement slurry mixed with
pigment to match the shade of the tiles including rubbing and polishing
complete with precast tiles on 20 mm thick bed of cement mortar 1:4 (1
cewment: 4 coarse sand)
a) 11.16.1 Light shade using white cement Sqm 100.00 769.35 76935.00

Page 122
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
48 11.23 Marble stone flooring with 18 mm thick marble stone (sample of marble
shall be approved by Engineer-In-Charge) over 20mm (average) thick
base of 1:4 (1 cement: 4 coarse sand) laid and jointed with grey cement
slurry includiong rubbing and polishing complete with:
a) 11.23.2 Raj nagar plain Sqm 140.00 1265.35 177149.00

b) 11.23.5 Udaipur green marble Sqm 50.00 1418.95 70947.50

49 11.25 Extra for marble stone flooring in treads of steps and risers using single Sqm 40.00 230.55 9222.00
length upto 2mtr..
50 11.26 Kota stone slab flooring over 20 mm (average) thick base laid over and
jointed with grey cement slurry mixed with pigment to match the shade of
the slab including rubbing and polishing complete with base of cement
mortar 1:4 (1 cement: 4 coarse sand)

a) 11.26.1 25 mm thick Sqm 680.00 945.70 643076.00

51 11.27 Kota stone slab 25 mm thick in risers of steps, skirting dado and pillars Sqm 105.00 954.10 100180.50
laid on 12 mm(average) thick cement mortar 1:3 (1 cement : 3 coarse
sand) & jointed with grey cement slurry mixed with pigment to match the
shade of the slabs including rubbing and polishing complete.

52 11.36 Providing & fixing Ist quality ceramic glazed wall tiles conforming to Sqm 170.00 724.25 123122.50
IS:15622 (thickness to be specified by the manufacturer) of approved
make in all colours, shades except Burgundy, bottle green, black of any
size as approved by Engineer-in-charge in skirting, risers of steps & dados
over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and
jointing with grey cement slurry @3.3 Kg per sqm including pointing in
white cement mixed with pigment of matching shade complete.

53 11.39 Providing & laying rectified glazed ceramics floor tiles 300x300mm or more Sqm 90.00 931.50 83835.00
(thickness to be specified by the manufacturer) of Ist quality conforming to
IS:15622 of approved make in colours White, Ivory, Grey, Fume, Red
Brown, laid on 20 mm thick cement mortar 1:4 (1 cement :4 coarse sand)
including grouting the joints with white cement and matching pigments etc.
complete.

Page 123
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
54 11.41 Providing & laying vitrified floor tiles in different sizes (thickness to be 0.00
specified by the manufacturer) with water absorptions less than 0.08% and
conforming to IS:15622 of approved make in all colours and shades, laid
on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including
grouting the joints with white cement and matching pigments etc. complete.

a) 11.41.2 Size of tile 60x60cm Sqm 50.00 1337.10 66855.00

TOTAL CARRIED OVER TO SUMMARY 1375039.00
NON-SCHEDULE ITEM:
55 NS Providing and laying pioneer tiles including all accessories of approved Sqm 300.00 742.07 222620.69
quality and specification as per drawings and directions of Engineer-In -
Chage .
TOTAL CARRIED OVER TO SUMMARY 222620.69
ROOFING WORK
56 12.21 Providing gola 75x75mm in cement concrete 1:2:4 (1 cement: 2 coarse
sand: 4 stone aggregate 10mm and down gauge) including finishing with
cement mortar 1:3 (1 cement: 3 fine sand) as per standard design:

a) 12.21.1 In 75x75mm deep chase Mtr. 150.00 109.05 16357.50

57 12.22 Making khuras 45x45cm with average minmum thickness of 5cm cement Each 15.00 148.75 2231.25
concrete 1:2:4 (1 cement :2 coarse sand: 4 graded stone aggregate of 20
mm nominal size) over PVC sheet 1m x 1m x 400micron, finished with
12mm cement plaster 1:3 (1cement: 3 coarse sand) and a coat of neat
cement rounding of the edges and making and finishing the outlet
complete.
58 12.38 Providing and fixing MS holder bat clamps of approved design to C.I. or
S.C.I. rain water pipes embedded in and including cement concrete blocks
10 x 10 x 10 cm of 1:2:4 mix (1 cement:2 coarse sand : 4 graded stone
aggregate 20 mm nominal size) and cost of cutting holes and making good
the walls etc.
a) 12.38.2 For 150 mm dia pipe Each 36.00 121.80 4384.80

Page 124
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
59 12.39 Providing lead caulked joints to sand cast iron rain water pipes and fittings:

a) 12.39.2 For 150 mm dia pipe Each 36.00 287.10 10335.60

60 12.40 Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes
conforming to IS:13592 Type A including jointing with seal ring conforming
to IS:5382 leaving to 10mm gap for thermal expansion. (i) Single socketed
pipes:
a) 12.40.1.1 150mm diameter Mtrs 90.00 407.85 36706.50
61 12.42 Providing and fixing on wall face unplasticised- PVC moulded
fittings/accessories for unplasticised-Rigid PVC rain water pipes
conforming to IS:13592 Type A including jointing with seal ring conforming
to IS:5382 leaving to 10mm gap for thermal expansion.
a) 12.42.1 Coupler
i) 12.42.1.2 110mm Each 12.00 130.25 1563.00
b) 12.42.5 Bend 87.5"
i) 12.42.5.2 110mm bend Each 12.00 156.95 1883.40
c) 12.42.6 Shoe (plain)
i) 12.42.6.2 110mm shoe Each 12.00 287.05 3444.60
62 12.43 Providing and fixing unplasticised- PVC pipe clips of approved design to
unplasticised-PVC rain water pipes by means of 50x50x50mm hard wood
plugs, screwed with MS screws of required length including cutting brick
work and fixing in cement mortar 1:4 (1 cement:4 coarse sand) and making
good the walls etc. complete.
a) 12.43.2 110mm Each 12.00 144.60 1735.20
63 12.44 Providing & fixing to the inlet mouth of rain water pipe cast iron grating Each 12.00 32.75 393.00
15cm diameter and weighing not less than 440 gms.

Page 125
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
64 12.45 Providing and fixing at all height false ceiling including providing and
fixing of frame work made of special sections power pressed from MS
sheet and galvanised in accordance with zinc coating of grade 350 as per
IS:277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick
with flanges of 22 mm and 37 mm at 1200 mm centre to centre one flange
fixed to the ceiling with dash fastner 12.5 mm dia x 40 mm long with 6 mm
dia bolts to the angle hangers of 25x25x0.55 mm of required length and
other end of angle hanger being fixed with nut and bolts to GI channels 45
mm x 15 mm x 0.9 mm running at the rate of 1200 mm centre to centre to
which the ceiling section 0.5 mm thick bottom wedge of 80mm with tapered
flanges of 26mm each having clips of 10.5mm at 450mm centre to centre
shall be fixed in a direction perpendicular to GI channel with connecting
clips made out of 2.64mm dia x 230mm long GI wire at every junction
including fixing the gypsum board with ceiling section and perimeter
channels
0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long the
perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450
mm centre to centre with 25 mm long drive all screws @ 230 mm interval
including jointing and fixing to a flush finish of tapered and square edges
of the gypsum board with recommended filler, paper tapes, manufacturers
specification and also including the coat of making openings for light
fittings, grills diffusers, cutouts made with frame of perimeter channels
suitably fix all complete as per drawing and specification and direction of
the Engineer-in-Charge but excluding the cost of painting with:

a) 12.45.1 12.5 mm thick tapered edge gypsum baord conforming to IS:2095- Part-I. Sqm 157.00 691.40 108549.80

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SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
65 12.53 Providing and Fixing 15 mm thick densified tegular edged eco friendly light Sqm 1566 0.00
weight calcium silicate false ceiling tiles of approved texture spintone/ cosmos/
Hexa or equivalent of size 595 x 595 mm in true horizontal level, suspended on
inter locking metal grid of hot dipped galvanised section (galvanising @ 120
grams per sqm including both side) consisting of main 'T' runner suitably spaced
at joints to get required length and of size 24x38 mm made from 0.33 mm thick
(minimum) sheet, spaced 1200 mm centre to centre, and cross "T" of size 24x28
mm made out of 0.33 mm (minimum) sheet, 1200 mm long spaced between
main 'T' at 600 mm centre to centre to form a grid of 1200x600 mm and
secondary cross 'T' of length 600mm and size 24x28 mm made of 0.33 mm thick
(minimum) sheet to be inter locked at middle of the 1200x600 mm panel to from
a grid 600x600 mm, resting on periphery walls / partitions on a Peerimeter wall
angle pre-coated steel of size (24x24x3000 mm) made of 0.40 mm thick
(minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25
mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified
edges calcium silicate ceiling tiles of approved texture (Spintone/ Cosmos/
Hexa) in the grid, including cutting/ making opening for services like diffuser,
grills, light fittings, fixtures, smoke detector etc. wherever required. Main 'T'
runners to be suspended from ceiling using G.I slotted cleats of size 25x35x1.6
mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I
adjustable rods with galvanised steel level clips of size 85x30x0.8 mm, spaced at
1200 mm centre to centre along main 'T' bottom exposed with 24 mm of all T-
section shall be pre-painted with polyster baked paint, for all heights, as per
specifications, drawings and as directed by engineer-in-charge.
Note:- Only calcium silicate false ceiling area will be measured from wall to wall.
No deduction shall be made for exposed frames/ opening (cut outs) having area

less then 0.30 sqm. The calcium silicate ceiling tile shall have NRC value of 0.50
(Minimum), light reflection > 85%, non - combustible as per B.S 476 part IV,
100% Humidity resistance and also having thermal conductivity < 0.043 w/m
0KC.
TOTAL CARRIED OVER TO SUMMARY 187584.65
FINISHING:
66 13.4 12mm cement plaster of mix :
a) 13.4.2 1:6 (1 cement : 6 coarse sand ) Sqm 3000.00 112.50 337500.00

Page 127
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
67 13.7 12mm cement plaster finished with a floating coat of neat cement of mix :

a) 13.7.1 1:4 (1 cement : 4 fine sand ) Sqm 60.00 107.80 6468.00

68 13.12 18 mm cement plaster in two coats under layer 12mm thick cement plaster Sqm 400.00 123.50 49400.00
1:5 (1 cement : 5 coarse sand) and a top layer 6mm thick cement plaster
1:3 (1 cement: 3 coarse sand) finished rough with sponge.

69 13.5 15mm cement plaster on rough side of single or half brick wall of mix:
a) 13.5.2 1:6 (1 cement : 6 Coarse sand ) Sqm 3000.00 130.20 390600.00
70 13.16 6 mm cement plaster to ceiling of mix :
a) 13.16.1 1:3 (1 cement : 3 fine sand ) Sqm. 1050.00 101.00 106050.00
71 13.23 Extra for plastering on circular work not exceeding 6m in radius:
a) 13.23.1 In one coat Sqm. 100.00 13.65 1365.00
72 13.26 Providing and applying plaster of paris putty of 2mm thickness over Sqm. 4050.00 83.80 339390.00
plastered surface to prepare the surface even and smooth complete.
73 13.37 White washing with lime to give an even shade
a) 13.37.1 New work (three or more coats) Sqm. 150.00 11.75 1762.50
74 13.41 Distempering with oil bound washable distemper of approved brand and
manufacture to give an even shade.
a) 13.41.1 New work (two or more coats) over and including priming coat with cement Sqm 1400.00 66.70 93380.00
primer
75 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with "Silicone
additives of required shade
a) 13.47.1 New work (two or more coats applied @1.43 ltr/10 sqm over and including Sqm 2305.00 80.45 185437.25
base coat of water proofing cement paint applied @2.20kg/10sqm)

76 13.60 Wall painting with plastic emulsion paint of approved brand and
manufacture to give an even shade :
a) 13.60.1 Two or more coats on new work Sqm 1500.00 60.25 90375.00

Page 128
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
77 13.45 Finishing walls with textured exterior paint of required shade
a) 13.45.1 New work (two or more coats applied @ 3.28 Ltr/ 10 Sqm) over and Sqm 500.00 117.70 58850.00
including base coat of water proofing cement paint applied @ 2.20 Kg./ 10
Sqm.
78 13.50 Applying priming coat:
a) 13.50.1 With ready mixed pink or grey primer of approved brand and manufacturer sqm 450.00 25.85 11632.50
on wood work ( hard & soft wood)

79 13.58 Providing and applying two coats of Fire retardent paint unthunned on Sqm 30.00 267.15 8014.50
cleaned wood/ply surface @ 3.5 sqm per litre per coat including
preparation of base surface asper recommendation of manufacture to
make the surface fire retardent.
a) 13.61 Painting with synthetic enamel paint of approved brand and manufacture
to give an even shade :
b) 13.61.1 Two or more coats on new work Sqm 500.00 53.85 26925.00
80 13.76 Forming groove of uniform size from 12x12mm and 25x15mm in plastered Mtr. 200.00 72.15 14430.00
surface as per approved pattern using wooden battens, nailed to the under
layer including removal of wooden battens, repair to the edges of panel
and finishing the groove complete as per specifications and direction of
the Engineer-In-Charge.

TOTAL CARRIED OVER TO SUMMARY 1721579.75

ALUMINIUM WORK:

Page 129
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
81 21.1 Providing & fixing aluminium work for doors, windows, ventilators &
partitions with extruded built up standard tubular sections/ appropriate Z-
sections and other sections of approved make comforming to IS: 733 &
IS:1285, fixed with rawl plugs and screws or with fixing clips, or with
expansion hold fastners including necessary filling up of gaps at junctions,
at top bottom and sides with required of PVC/neoprene felt etc. Aluminium
sections shall be smooth, rust free, straight, mitred & jointed mechanically
wherever required including cleat angle, aluminium snap beading for
glazing/panelling C.P. brass/ Stainless Steel screws, all complete as per
architectural drawings & the directions of Engineer-In-Charge. (Glazing
and panelling to be paid for separately).

a) 21.1.1 For fixed portion

i) 21.1.1.1 Anodized aluminium (anodized transparent or dyed to required shade Kg. 1700.00 358.30 609110.00
according to IS:1868, Minimum anodic coating of grade AC 15).
b) 21.1.2 For shutters of doors, windows & ventilators including providing and fixing
hinges/ pivots and making provision for fixing of fittings wherever required
including the cost of PVC/ neoprene gasket required. (Fittings shall be
paid for separately)
i) 21.1.2.1 Anodized aluminium (anodized transparent or dyed to required shade Kg. 1650.00 406.50 670725.00
according to IS:1868, Minimum anodic coating of grade AC 15).
82 21.4 Providing & fixing double action hydraulic floor spring of approved brand
and manufacture IS:6315 marked, for doors including cost of cutting floors
as required, embedding in floors and cover plates with brass pivot and
single piece MS sheet outer box with slide plate etc. complete as per the
direction of Engineer-In-charge.
a) 21.4.1 With stainless steel cover plate Each 1.00 1953.10 1953.10
83 21.13 Providing & fixing 100mm brass locks (best make of approved quality) for Each 1.00 356.10 356.10
aluminium doors including necessary cutting and making good etc.
complete.
84 21.15 Providing & fixing aluminium casement window fastener of required length
for aluminium windows with necessary screws etc. complete.
a) 21.15.1 Anodized( AC15) aluminium. Each 30.00 50.50 1515.00

Page 130
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
85 21.16 Providing & fixing aluminium round shape handle of outer dia 100mm with
SS screws etc. complete as per direction of Engineer-incharge.
a) 21.16.1 Anodized( AC15) aluminium. Each 30.00 60.95 1828.50
86 21.3 Providing and fixing glazing in aluminium doors, windows, ventilator
shutters & partitions etc. with PVC/ neoprene gasket etc. complete as per
architectural drawings and the directions of Engineer-In -Chage (Cost of
aluminium snap beading shall be paid in basic item).
a) 21.3.2 With float glass panes of 5.5 mm thickness Sqm 170.00 905.75 153977.50
TOTAL CARRIED OVER TO SUMMARY 1439465.20
NON-SCHEDULE ITEM:
87 NS Providing and fixing glazing in aluminium doors, windows, ventilator
shutters & partitions etc. with PVC/ neoprene gasket etc. complete as per
architectural drawings and the directions of Engineer-In -Chage (Cost of
aluminium snap beading shall be paid in basic item).
With 10mm thickness Texture toughened glass Sqm 8.00 1448.28 11586.21
TOTAL CARRIED OVER TO SUMMARY 11586.21
WATER PROOFING:
88 22.5 Providing and laying water proofing treatment in sunken portion of WCs, Sqm 100.00 215.15 21515.00
bathrooms etc. by applying cement slurry mixed with water proofing
cement comopund consisting of applying: a) First layer of slurry of cement
@ 0.488 kg./Sqm mixed with water proofing cement comound @ 0.253
kg./Sqm. This layer will be allowed to air cure for 4 hours. b) Second layer
of slurry of cement @ 0.242 kg./Sqm mixed with water proofing cement
comopund @ 0.126 kg./Sqm. This layer will be allowed to air cure for 4
hours followed with water curing for 48 hours. The rate includes
preparation of surface, treatment and sealing of all joints, corners,
junctions of pipes and masonary with polymer mixed slurry.

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SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
89 22.7 Providing and laying integral cement based water proofing treatment
including preparation of suface as required for treatment of roofs,
balconies, terraces condisting of following operations: a) Applying and
grouting a slurry coat of neat cement using 2.75 kg./Sqm of cement
admixed with water proofing compound conforming to IS:2645 and
approved by Engineer-In-Charge over the RCC slab including adjoining
walls upto 300mm height including cleaning the surface before treatment.
b) Laying brick bats with mortar using broken bricks/brick bats 25mm to
115mm size with 50% of cement mortar 1:5 (1cement : 5 coarse sand)
admixed with water proofing cement compound conforming to IS:2645 and
approved by Engineer-In-Charge over 20mm thick layer of cement mortar
of mix 1:5 (1 cement: 5 coarse sand) admixed with water proofing
compound conforming to IS : 2645 and approved by the Engineer-In-
Charge to required slope & treating similarly the adjoining walls upto 300
mm height including rounding of junctions of walls and slabs.

c) After two days of proper curing applying a second coat of cement slurry
using 2.75 kg./sqm of cement admixed with water proofing comopound
conforming to IS:2645 and approved by the Engineer-In-Charge. d)
Finishing the surface with 20mm thick jointless cement mortar of mix 1:4 (1
cement : 4 coarse sand) admixed with water proofing compound
conforing to IS:2645 and approved by the Engineer-In-charge including
laying glass fibre cloth of approved quality in top layer of plaster and finally
finishing the surface with trowel with neat cement slurry and making
pattern of 300mmx 300mm square. e) The whole terrace so finished shall
be flooded with water for a minimum period of two weeks for curing and for
final test. All above operations to be done in order and as directed and
specified by the Engineer-In-Charge.

a) 22.7.1 With average thickness of 120mm and minimum thickness at khurra as Sqm 700.00 786.70 550690.00
65mm.

TOTAL CARRIED OVER TO SUMMARY 572205.00

Page 132
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
MISCELLANEOS ITEMS
NON SCHEDULE ITEMS
90 NS providing & fixing SS plates with words in eitching black/any colour as per
detail,on SS plate 1mm thick crome plated
a SS plate for specific rooms-size 12"x8" Each 30.00 1092.41 32772.41
b SS plate for toilet-size 12"x6" Each 4.00 819.31 3277.24
c SS plate for floor number-size 8"x8" Each 4.00 728.28 2913.10
d SS plate for pull/push-size 2"x6" Each 4.00 136.55 546.21
91 NS providing & fixing signage 3mm thick acrylic sheet with Radium printing, 0.00
with mat/gloss laminationSS plates with words in eitching black/any colour
as per detail,on SS plate 1mm thick crome plated
a EXIT plate- size 12"x6" Each 4.00 819.31 3277.24
b Emargency plate - size 12"x6" Each 2.00 819.31 1638.62
c NO SMOKING plate - size 12"x6" Each 4.00 813.79 3255.17
TOTAL CARRIED OVER TO SUMMARY 47680.00

Page 133
 ABSTRACT OF COST FOR GIRLS HOSTLE
SL.NO. DESCRIPTION AMOUNT AS PER MARKET
DSR'2012

1 SANITARY FIXTURES 111984.65

2 SOIL, WASTE VENT PIPE 310560.00

3 WATER SUPPLY (INTERNAL) 222958.45 213534.48

4 DRAINAGE(SEWERAGE) 138997.00

5 EARTH WORK 36997.00

Total 821497.10 213534.48

Page 133
 NAME OF THE PROJECT :CONSTN. GIRLS HOSTLE NEILIT

NAME OF WORK: DETAILED COST ESTIMATE OF INTERNAL PLUMBING WORKS

SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

A SANITARY FIXTURE:

1 17.1 Providing and fixing water closet squatting pan (Indian type WC pan) with
100mm sand cast iron P or S trap, 10 litres low level white PVC flushing
cistern with manually controlled device (Handle lever) conforming to IS:7231
with all fittings & fixtures conpletes,including cutting and making good the
walls and floors wherever required :
a) 17.1.1 White Vitreous china Orissa pattern WC pan of size 580 x 440mm with Each 2 2964.10 5928.20
integral type foot rest.
2 17.3 Providing and fixing white vitreous china pedestal type water closet (
European type) with seat & lid with CP brass hinges & rubber buffers, 10 ltr
low level white viterous china flushing cistern & C.P. flush bend with fittings
and C.I. brackets, 40mm flush bend, overflow arrangement with specials of
standard make and mosquito proof coupling of approved municipal design
complete including painting of fittings and brackets, cutting & making good
the walls and floors wherever required.
a) 17.3.1 WC Pan with ISI marked white solid plastic seat and lid Each 14 4220.8 59091.20

3 17.7 Providing and fixing wash basin with CI brackets, 15mm CP brass pillar taps,
32mm CP brass waste of standard pattern, including painting of fittings and
brackets cutting & making good the walls, wherever required.

17.7.1 White vitrious china wash basin size 630 x 450mm with a pair of 15mm C.P. Each 14.00 1848.35 25877.00
brass pillar taps

Page 134
SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

4 17.10 Providing and fixing stainless steel A ISI: 304 (18/8) kitchen sink as per
IS:13983 with CI brackets and stainless steel plug 40mm including painting
of fittings & brackets, cutting and making good the walls wherever required.

17.10.1 Kitchen sink with drain board

17.10.1.1 Size 510x1040mm bowl depth 250mm Each 1 6743.55 6743.55

5 17.28 Providing & fixing PVC waste pipe for sink or wash basin including PVC
waste fittings complete
17.28.1 Semi rigid pipe

17.28.1.1 32mm dia Each 15.00 59.50 892.50

6 17.31 Providing and fixing 600 x 450mm bevelled edge mirror of superior glass (of Each 14.00 674.05 9437.00
approved quality) complete with 6mm thick hard board ground fixed to
wooden cleats with CP brass screws and washers complete

7 17.34 Providing and fixing toilet paper holder

17.34.1 C.P brass Each 16.00 250.95 4015.20

TOTAL FOR SCHEDULE TIEMS(SANITARY FIXTURE) 111984.65

(B) SOIL WASTE VENT PIPES AND FITTINGS:

8 17.35 Providing and fixing soil, waste vent pipes

a) 17.35.1 100mm dia

17.35.1.2 Centrifugally cast (spun) iron socketed pipe as per IS:3989.S&S pipe Mtr 100.00 857.30 85730.00

Page 135
SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

b) 17.35.2 75mm dia

17.35.2.2 Centrifugally cast (spun) iron socketed pipe as per IS:3989. Mtr 90.00 744.50 67005.00

9 17.37 Providing and fixing MS holder-bat clamps of approved design to Sand Cast
iron/cast iron (spun) pipe embedded in and including cement concrete blocks
10x10x10 cm of 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone
aggregate 20mm nominal size) including cost of cutting holes and making
good the walls etc.
17.37.1 For 100mm dia pipe Each 42 112.50 4688.00

17.37.2 For 75mm dia pipe Each 38 110.15 4131.00

10 17.38 Providing and fixing bend of required degree with access door insertion
rubber washer 3mm thick bolts and nuts complete
a) 17.38.1 100mm

17.38.1.2 Sand Cast iron S&S as per IS-3989 Each 8.00 353.25 2826.00

b) 17.38.2 75mm

17.38.2.2 Sand Cast iron S&S as per IS-3989 Each 4.00 281.15 1125.00

11 17.39 Providing and fixing plain bend of required degree

a) 17.39.1 100mm

17.39.1.2 Sand Cast iron S&S as per IS-3989 Each 25.00 296.35 7409.00

b) 17.39.2 75mm

17.39.2.2 Sand Cast iron S&S as per IS-3989 Each 35.00 221.95 7768.00

12 17.40 Providing and fixing heal rest sanitary bend

Page 136
SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

a) 17.40.1 100mm

17.40.1.2 Sand Cast iron S&S as per IS-3989 Each 4.00 342.80 1371.00

b) 17.40.2 75mm

17.40.2.2 Sand Cast iron S&S as per IS-3989 Each 4.00 297.45 1190.00

13 17.43 Providing and fixing single equal plain junction of required degree with
access door, insertion rubber washer 3mm thick, bolts and nuts complete.

a) 17.43.1 100x100x100mm

17.43.1.2 Sand Cast iron S&S as per IS-3989 Each 1.00 579.45 579.00

b) 17.43.2 75x75x75mm

17.43.2.2 Sand Cast iron S&S as per IS-3989 Each 1.00 438.00 438.00

14 17.56 Providing and fixing terminal guard

a) 19.56.1 100mm

17.56.1.2 Sand Cast iron S&S as per IS-3989 Each 8.00 244.10 1953.00

b) 17.56.2 75mm

17.56.2.2 Sand Cast iron S&S as per IS-3989 Each 8.00 221.95 1776.00

15 17.57 Providing and fixing collars

a) 17.57.1 100mm

17.57.1.2 Sand Cast iron S&S as per IS-3989 Each 71 238.25 17018.00

b) 17.57.2 75mm

Page 137
SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

17.57.2.2 Sand Cast iron S&S as per IS-3989 Each 64 169.25 10880.00

16 17.58 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron
pipes & fittings of dia
a) 17.58.1 a) 100mm Each 146 207.85 30316.00

b) 17.58.2 b) 75mm Each 132 176.50 23222.00

17 17.60 Providing and fixing trap of self cleaning design with screwed down or hinged
grating with or without vent arm complete, including cost of cutting and
making good the walls and floors.
a) 17.60.2 a) 100mm inlet and 75mm outlet

17.60.2.1 Sand Cast iron S&S as per IS-3989 Each 35.00 838.85 29360.00

18 17.61 Cutting chases in brick masonry walls for following diameter sand cast
iron/centrifugally cast (spun) iron pipes and making good the same with
cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate
12.5mm nominal size) including necessary plaster and painting in cement
mortar 1:4 (1 cement: 4 coarse sand).
a) 17.61.1 a) 100mm dia Mtr. 16.00 252.10 4034.00

b) 17.61.2 b) 75mm dia Mtr. 16.00 180.40 2886.00

19 17.65 Painting sand cast iron/centrifugally cast (spun) iron soil, waste vent pipes
and fittings with paint of any colour such as chocolate grey or buff etc. over a
coat of primer (of approved quality) for new work.

a) 17.65.1 a) 100mm dia meter pipe Mtr 100.00 28.75 2875.00

b) 17.65.2 b) 75mm dia meter pipe Mtr 90.00 22.00 1980.00

Page 138
SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

TOTAL FOR SCHEDULE ITEMS(SOIL WASTE VENT PIPES & FITTINGS) 310560.00

C) WATER SUPPLY

SCHEDULE ITEMS

20 18.1 Providing & fixing Polyethene Aluminim Polyethene ( PE-AL-PE) composite

pressure pipes conforming to IS-15450 U.V. stabilized with carbon black
having thermal stability for hot & cold water supply, capable to withstand
temperature upto 80 deg. C including all special fittings of composite material
(engineering plastic blend and brass inserts wherever required) i.e. elbows,
tees, reducers, couplers & connectors etc. with clamps at 1.00 metre
spacing. This includestesting of joints complete as per direction of Engineer-
in-charge.
Internal work -Exposed on wall

18.1.3 2025(16mm OD )pipe Mtr 15 277.95 4169.25

18.1.4 2532(16mm OD )pipe Mtr 15 362.85 5442.75

18.1.5 3240(16mm OD )pipe Mtr 15 559.65 8394.75

18.1.6 4050 (16mm OD )pipe Mtr 15 597.40 8961.00

21 18.2 Providing & fixing Polyethene Aluminim Polyethene ( PE-AL-PE) composite

pressure pipes conforming to IS-15450 U.V. stabilized with carbon black
having thermal stability for hot & cold water supply, capable to withstand
temperature upto 80 deg. C including all special fittings of composite material
(engineering plastic blend and brass inserts wherever required) i.e. elbows,
tees, reducers, couplers & connectors etc. with clamps at 1.00 metre
spacing. This includes the costs of cutting chases and including testing of
joints complete as per direction of Engineer-in-charge.

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SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

Concealed installation including cutting chases and making good the

walls etc. complete
18.2.1 1216 ( 16mm OD) pipe Mtr 80 297.95 23836.00

18.2.2 1620 ( 20mm OD) pipe Mtr 80 340.60 27248.00

22 18.3 Providing & fixing Polyethene Aluminim Polyethene ( PE-AL-PE) composite

pressure pipes conforming to IS-15450-2004 U.V. stabilized with carbon
black having thermal stability for hot & cold water supply, capable to
withstand temperature upto 80 deg. C including all special fittings of
composite material (engineering plastic blend and brass inserts wherever
required) i.e. elbows, tees, reducers, couplers & connectors etc. with
trenching,refilling and testing of joints complete as per direction of Engineer-
in-charge.
External work
18.3.6 4050 (50 MM OD) Pipe Mtr 20 558.75 11175.00

23 18.13 Making connection of GI distribution branch with GI main of following sizes by

providing & fixing tee, including cutting and threading the pipe etc. complete.

18.13.2 50-80 mm nominal bore Each 1 630.15 630.15

24 18.17 Providing and fixing gun metal gate valve with CI wheel of approved quality
(screwed end).

18.17.1 25mm nominal bore Each 6 372.95 2237.70

18.17.2 32mm nominal bore Each 2 450.90 901.80

18.17.3 40mm nominal bore Each 2 546.05 1092.10

18.17.4 50mm nominal bore Each 2 780.60 1561.20

Page 140
SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

25 18.18 Providing and fixing ball valve (brass) of approved quallity. High or low
pressure, with plastic floats complete.

18.18.1 15mm nominal bore Each 4 258.05 1032.20

26 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed
end).

18.19.2 32mm nominal bore

18.19.2.1 Horizontal Each 1 490.25 490.25

18.19.3 40mm nominal bore

18.19.2.2 Horizontal Each 1 620.25 620.25

18.19.4 50mm nominal bore

18.19.2.3 Horizontal Each 2 936.35 1872.70

27 18.22 Providing and fixing C.P brass Shower rose with 15 or 20 mm inlet

18.22.1 100 mm diameter Each 13 58.15 755.95

28 18.27 Providing & laying S&S centrifugally cast (spun) iron pipes (Class LA)
confirming to IS-1536
18.27.3 100mm dia pipe Mtrs 60.00 1476.70 88602.00

29 18.49 Providing & fixing CP brass bib cock of approved quality conforming IS 8931:

18.49.1 15mm nominal bore Each 39.00 397.50 15503.00

30 18.52 Providing and fixing CP brass stop cock (concealed) of standard design and
approved make confirming to IS: 8931.

Page 141
SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

a) 18.52.1 15mm nominal bore Each 39.00 426.55 16635.00

31 18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser points
of approved make conforming to IS 8931
15mm nominal bore Each 4.00 449.35 1797.40

TOTAL FOR SCHEDULE ITEMS (WATER SUPPLY) 222958.45

NON-SCHEDULE ITEMS :(WATER SUPPLY)

32 NS Providing and fixing CI cover with frame for RCC UGT / OHT

a) a) 560 mm dia internal dia DI cover with frame (Heavy duty total weight of the Each 2.00 3448.28 6896.55
cover not less than 60 Kg)

33 NS Providing and fixing monoblock centrifugal pumping set with gun metal Each 2.00 24137.93 48275.86
impeller with totally enclosed fan colled squirrel cage induction motor capable
of discharging 50 LPM against 35m head complete with flow and pressure
dial guage, base plate priming arrangement, with wiring, panel & equipments
for water level controller to start / stop the pump automatically with protection
for dry run etc. complete in all respects.
34 NS Supplying instalation testing and commisioning of RO/Water Cooler

a) Water Cooler Each 1.00 21724.14 21724.14

b) RO Each 1.00 19396.55 19396.55

35 NS Providing and placing on terrace (at all floor levels) polyethylene water Litre 5000 9.66 48275.86
storage tank IS:12701 marked with cover & suitable locking arrangement and
making necessary holes for inlet, outlet & overflow pipes but without fittings
and the base support for tank.

Page 142
SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

36 NS Supplying instalation testing and commisioning of 35 ltr Litre 5 13793.10 68965.51724

Geysers.(Usha/Recold/Inhalsa)

TOTAL FOR NON-SCHEDULE ITEMS :(WATER SUPPLY) 213534.48

D) SEWERAGE (INTERNAL):

37 19.1 Providing, laying & jointing glazed stoneware pipes grade 'A' with stiff mixture
of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand)
including testing of joints etc. complete

a) 19.1.1 100 mm diameter Mtr 20.00 150.10 3002.00

38 19.2 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10
graded stone aggregate 40mm nominal size) alround SW pipes including bed
concrete as per standard design.
a) 19.2.1 100 mm dia RCC pipe Mtr 20.00 496.90 9938.00

39 19.3 Providing and laying cement concrete 1:5:10 ( 1 cement: 5 coarse sand : 10
graded stone aggregate 40mm nominal size) upto haunches of SW pipes
including bed concrete as per standard design.

19.3.2 150mm diameter SW pipe Mtr 20.00 382.75 7655.00

40 19.4 Providing and fixing square - mouth SW gully trap grade 'A' complete with CI
grating brick masonry chamber with water tight CI Cover with frame of
300x300mm size (inside) the weight of cover to be not less than 4.50 Kg. and
frame to be not less than 2.70 Kg as per standard design.

a) 19.4.1 100x100mm size 'P' type

19.4.1.1 With FPS bricks class designation 75. Each 7.00 1256.35 8794.00

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SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

41 19.6 Providing and laying non-pressure NP2 class (light duty) RCC pipes with
collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1
cement : 2 fine sand) including testing of the joints etc. complete.

a) 19.6.2 150 mm dia RCC pipe Mtr 100.00 254.50 25450.00

42 19.7 Constructing brick masonary manhole in cement mortar 1:4 (1 cement: 4

coarse sand) RCC top slab with 1:2:4 mix (1 cement: 2 coarse sand: 4
graded stone aggregate 20 mm nominal size), fondation concrete 1:4:8 (1
cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size)
inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse
sand) finished with floating coat of neat cement and making channels in
cement concrete 1:2:4 ( 1 cement: 2 coarse sand: 4 graded stone
aggregated 20 mm nominal size) finished with a floating coat of neat cement
complete as per standard design.
a) 19.7.1 Inside size 90 x 80 cm and 60 cm deep including CI cover with frame (light
duty ) 455 x 610 mm internal dimensions total weight of cover and frame to
be not less than 38 kg) (weight of the cover 23 kg and weight of frame 15 kg).

19.7.1.1 With FPS bricks with class designation 75 Each 10.00 7132.00 71320.00

Page 144
SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

43 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic Each 50.00 256.75 12838.00
encapsulated as per IS:10910 on 12mm dia steel bar comforming to
IS:1786 having minimum cross section as 23mm x 25mm and over all
minimum length 263 mm and width as 165mm with minimum 112mm space
between protruded legs having 2mm tread on top surface by ribbing or
chequiring besides necessary & adequate anchoring projections on tail
length on 138mm as per standard drawing and suitabbe to with stend the
bend test and chemical resistance test as per specifications and having
manufacture's permanent identification mark to be visible even after fixing,
including fixing in manholes with 30x20x15cm cement concrete block 1:3:6 (
1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)
complete as per design.
TOTAL FOR SCHEDULE ITEMS 138997.00

E) EARTH WORK( INTERNAL PLUMBING WORK)

SCHEDULE ITEMS

44 2.6 Earth work in excation over areas (exceeding 30cm in depth, 1.5 in width as
well as 10 sq.mt in plan) including disposal of excavated earth lead upto
50m and lift upto 1.5 m disposed earth to be levelled and neatly dressed.

a) 2.6.1 All kind of soil Cum 100.00 129.35 12935.00

45 2.10 Excavating trenches of required width for pipes, cables, etc. including
excavation for sockets and refessing of sides, ramming of bottom depth upto
1.5m including getting out the excavated soil, and then returning the soil as
required in layers not exceeding 20mm in depth including consolidating earth
deposited layer by ramming, watering etc. and disposing of surplus
excavated soil as directed within a lead of 50m.

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SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012

a) 2.10.1 All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm dia Mtr 120.00 165.60 19872.00

46 2.25 Filling available excavted earth (excluding rock) in trenches, plinth sides of cum 50.00 83.80 4190.00
foundations etc. in layet not exceeding 20 cm in depth consolidation earth
deposited layer by ramming and watering lead upto 50m and lift upto 1.5m.

TOTAL FOR EARTH WORK 36997.00

Page 146
 NATIONAL BUILDINGS CONSTRUCTION CORPORATION LIMITED
COUNSULTANCY DIVISION

NAME OF PROJECT :CONSTRUCTION WORK OF NEILET, AGARTALA

NAME OF WORK : PROVIDING INTERNAL ELECTRICAL INSTALLATIONS IN GIRLS HOSTEL AT NEILET, AGARTALA
S.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
(A): SCHEDULE ITEMS
1 1.10 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper
conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular
plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core
cable etc as required.
a) 1.10.3 Group C Point 299 664.00 198536.00
2 1.11 Wiring for twin control light point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in Point 8 710.00 5680.00
surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and
earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required.
3 1.12 Wiring for light/power plug with 2x4 Sq.mm FR PVC insulated, copper conductor, single core cable in Metre 2520 162.00 408240.00
surface/recessed PVC conduit alongwith 1 No. 4 Sq.mm FR PVC insulated copper conductor single core
cable for loop earthing as required.
4 1.13 Wiring for light/power plug with 4x4 Sq.mm FR PVC insulated, copper conductor, single core cable in Metre 1080 268.00 289440.00
surface/recessed PVC conduit alongwith 2 Nos. 4 Sq.mm FR PVC insulated copper conductor single core
cable for loop earthing as required.
5 1.14 Wiring for circuit/sub main wiring alongwith earth wire with the following sizes of PVC insulated copper
conductor, single core cable in surface/recessed PVC conduit as required.
a) 1.14.1 2x1.5 Sqmm + 1x1.5 Sq.mm (For circuit wiring) Metre 2000 107.00 214000.00
b) 1.14.4 2x6 Sqmm + 1x6 Sq.mm Metre 100 206.00 20600.00
b) 1.14.5 2 X 10 sq. mm + 1 X 10 sq. mm earth wire Metre 200 310.00 62000.00
d) 1.14.9 4x6 Sqmm + 2x6 Sq.mm Metre 200 358.00 71600.00
e) 1.14.11 4x10 Sqmm + 2x10 Sq.mm Metre 200 562.00 112400.00
6 1.18 Supplying and drawing following pair 0.5 sq mm FR PVC insulated annealed copper conductor, unarmored
telephone cable in the existing surface/ recessed steel/ PVC conduit as required.
(a) 1.18.3 4 Pair Metre 100 24.00 2400.00
7 1.21 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess
including cutting the wall and making good the same in case of recessed conduit as required.

a) 1.21.1 20 mm Metre 90 56.50 5085.00

b) 1.21.2 25 mm Metre 30 64.50 1935.00

Page 147
S.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
8 1.22 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size
phenolic laminated sheet cover in front including painting etc. as required.
a) 1.22.1 75mm x 75mm x 60mm Each 12 72.00 864.00
9 1.24 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including
connections but excluding modular plate etc. as required.
a) 1.24.3 15/16 amp switch Each 60 109.00 6540.00
b) 1.24.4 3 pin 5/6 amp socket outlet Each 180 96.00 17280.00
c) 1.24.6 Telephone socket outlet Each 8 48.50 388.00
d) 1.24.8 Bell push Each 4 98.50 394.00
10 1.25 Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including Each 58 322.00 18676.00
connections but excluding modular plate etc. as required.
11 1.26 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular Each 15 22.00 330.00
plate as required.
12 1.27 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular 0.00
switches in recess etc as required.
a) 1.27.1 1 or 2 Module (75mmX75mm) Each 24 142.00 3408.00
b) 1.27.3 4 Module (125mmX75mm) Each 6 173.00 1038.00
c) 1.27.4 6 Module (200mmX75mm) Each 6 221.00 1326.00
d) 1.27.5 8 Module (125mmX125mm) Each 60 255.00 15300.00
13 1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, Each 30 366.00 10980.00
including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch,
connection etc. as required.
14 1.35 Erection of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS lamps per fitting, Each 149 39.00 5811.00
complete with all accessories including connection etc. as required.
15 1.41 Installation, testing and commissioning of prewired fluorescent fitting/compact fluorescent fitting of all types, Each 48 69.50 3336.00
complete with all accessories and tubes etc. directly on ceiling/wall including connection 1.5 Sqmm FR PVC
insulated, copper conductor, single core cable and earthing etc. as required.
16 1.42 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all Each 28 195.00 5460.00
types, complete with all accessories and tube etc., including supplying and fixing ball and socket
arrangement, 2 no. down rods of 20 mm dia X 1.6 mm thick steel conduit upto 30 cm length, painting and
wiring the down rods and connection with 1.5 sq. mm FR PVC insulated, copper conductor, single core cable
and earthing etc. as required.
17 1.44 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto Each 58 73.50 4263.00
30 cm) with 1.5 sq. mm FR PVC insulated, copper conductor, single core cable etc. as required.
18 1.49 Numbering of ceiling fan/exhaust fan/ fluorescent fittings as required. Each 146 19.50 2847.00

Page 148
S.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
19 1.50 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, 0.00
commissioning etc. as required.
a) 1.50.1 Upto 450 mm sweep Each 12 163.00 1956.00
20 1.51 Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. Each 12 68.50 822.00
21 2.2 Providing and fixing following rating and breaking capacity MCCB in existing cubicle panel board including 0.00
drilling holes in cubicle panel, making connections, etc. as required.
a) 2.2.1 100 Amp, 16 KA Each 1 2801.00 2801.00
22 2.3 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on 0.00
surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections,
powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
a) 2.3.2 2 + 6 way, Single door Each 2 513.00 1026.00
b) 2.3.4 2 + 12 way, Single door Each 4 696.00 2784.00
23 2.4 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution 0.00
board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar,
interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)

a) 2.4.4 4 way (4 + 12), Double door Each 4 1654.00 6616.00

b) 2.4.5 6 way (4 + 18), Double door Each 4 2047.00 8188.00
24 2.5 Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 volts, TPN MCB 0.00
distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper
bus bar, common neutral link, earth bar, din bar for mounting MCB's (but without MCB's and incomer ) as
required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.)
a) 2.5.1 4 way (4 + 12), Single door Each 1 2691.00 2691.00
b) 2.5.3 12 way (4 + 36), Single door Each 1 4761.00 4761.00
25 2.10 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for 0.00
inductive load of following poles in the existing MCB DB complete with connections, testing and
commissioning etc. as required.
a) 2.10.1 Single pole Each 172 141.00 24252.00
b) 2.10.2 Single pole and neutral Each 6 367.00 2202.00
c) 2.10.5 Triple pole and neutral Each 6 723.00 4338.00
26 2.11 Supplying & fixing single pole blanking plate in the existing MCB DB complete etc. as required. Each 8 5.50 44.00
27 2.13 Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with 0.00
connections, testing and commissioning etc. as required.
a) 2.13.1 40 amps Each 1 554.00 554.00
28 2.14 Supplying and fixing of following rating, double pole, (single phase & neutral), 240 Volts, residual current
circuit breaker (RCCB), having a sensitivity current upto 300 mA in the existing MCB DB complete with
connections, testing and commissioning as required.

Page 149
S.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
a) 2.14.1 25 Amps Each 2 1318.00 2636.00
b) 2.14.2 40 Amps. Each 4 1394.00 5576.00
29 2.15 Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit 0.00
breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with
connections, testing and commissioning etc. as required.
a) 2.15.1 25 Amps Each 4 1679.00 6716.00
b) 2.15.2 40 Amps. Each 4 1703.00 6812.00
30 5.2 Earthing with GI earth pipe 4.5 m long, 40mm dia including accessories, and providing masonary enclosure Set 2 3385.00 6770.00
with cover plate having locking arrangement and watering pipe etc. with charcoal / coke and salt as required.

31 5.9 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including Metre 5 97.50 488.00
connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping
and with 2 sets of G.I nut bolt & spring washer spaced at 50mm)
32 5.18 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ Metre 19 19.50 371.00
recessed conduit/ submain wiring/ cable as required.
TOTAL FOR SCHEDULE ITEMS 1582561.00
(B) NON-SCHEDULE ITEMS:
33 NS Supplying of light fittings complete with all standard accessories as required.
1x13 W CFL. Fitting Surface mounted as per Decon Product. No 03XA with Lamp or similar specification of
a) Each 58 964.83 55960.00
other approved makes.
2x11 W CFL. Wall Surface mounted as per Bajaj Product. No BSM 211 CFL W2EB with Lamp or similar
b) Each 3 1035.17 3106.00
specification of other approved makes.
c) 1x18 W CFL. Bulk Head Fitting Surface mounted as per LUSTRE Product. No 6217 with Lamp or similar Each 10 1482.76
specification of other approved makes. 14828.00

d) 1x11 W CFL. Wall Surface (Mirror Light) mounted as per LUSTRE Product. No LI-3230 with Lamp or similar Each 2 1633.10
specification of other approved makes. 3266.00

e) 1x25 W CFL. Single Wall Bracket mounted as per Decon Product. No 05ZP with Lamp or similar Each 61 835.17
specification of other approved makes. 50946.00

f) 2x25 W CFL. Double Wall Bracket mounted as per Decon Product. No 29ZP with Lamp or similar Each 14 1670.34
specification of other approved makes. 23385.00

34 NS Supplying of Ding bell fittings complete with all standard accessories Each 4 82.76 331.00
35 NS Supplying of light fittings complete with all standard accessories of the following type as required.

1x28 W Fl. Fitting as per Bajaj Product. No BLPR 128 with lamp or similar specification of other approved
a) Each 14 1108.97 15525.52
makes.

Page 150
S.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
2x36 W Fl. Fitting as per Bajaj Product. No BCIR 236 W2EB with lamp or similar specification of other
b) Each 34 932.41 31702.07
approved makes.
1x36 W Fl. Fitting as per Bajaj Product. No BCIR 136 WEB with lamp or similar specification of other
c) Each 28 639.31 17900.69
approved makes.
Supplying of approved make ceiling fan of double ball bearing of the following sizes with resistance type
36 NS regulator and its all accessories suitable for operation on 230V single phase, 50 Hz, AC supply complete as
required.
a) 1400mm sweep (USHA/GEC/ CROMPTON/ BAJAJ/HAVELLS) Each 58 1406.21 81560.00
Supplying of approved make Wall fan of the following sizes and its all accessories suitable for operation on
37 NS 230V single phase, 50 Hz, AC supply complete as required.
a) 400mm sweep (USHA/GEC/ CROMPTON/ BAJAJ/HAVELLS) Each 1 2081.38 2081.00
Exhaust Fan of the following sizes and its all accessories suitable for operation on 230V single phase, 50 Hz,
38 NS
AC supply complete as required.
a) 300 mm sweep (HAVELLS/CROMPTON/ BAJAJ) Each 7 2026.90 14188.00
b) 380 mm sweep (HAVELLS/CROMPTON/ BAJAJ) Each 5 2433.79 12169.00
39 NS Supplying installation, testing commissioning of telephone tag block or similar specification of other approved
makes. of the following sizes
a) 10 Pair Each 1 623.45 623.00
40 NS Supplying and fixing 40 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive Each 5 1072.41 5362.00
load of 3 poles with connections, testing and commissioning etc. as required.

TOTAL NON-SCHEDULE ITEMS (B) RS. 332933.28

Page 151
 NAME OF THE PROJECT: CONSTN. OF PROPOSED GIRLS HOSTEL BLOCK FOR NIELIT AT AGARTALA

SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT (RS.)
NO. (RS.)
HORTICULTURE & LANDSCAPING:
1 23.1 Trenching in ordinary soil up to a depth of 60cm including removal and Cum 50.00 30.90 1545.00
stacking of serviveable materials and then disposing of by spreading and
neatly leveling with in a lead of 50m and making up the trenched area to
proper levels by filling with earth or earth mixed with sludge or/and
manure before and after flooding trench with water (excluding cost of
impored earth, sludge or manure)
2 23.2 Supplying & stackng of good earth at site including royalty and carriage Cum 50.00 260.70 13035.00
up to 1 km (earht measured in stacks will be reduced by 20% for
Payment).
3 23.4 Supplying & stackng at site dump manur from Badli or other approved
source, including carriage upto 1 km (manure measured in stacks will be
reduced by 8% for payment).
a) 23.4.1 Screened through sieve of IS designation 20mm Cum 25.00 138.30 3457.50
4 23.5 Rough dressing the trenched ground including breaking clods. 100 Sqm 5.00 59.85 299.25

5 23.6 Uprooting weeds from the trenched area after 10 to 15 days of its flooding 100 Sqm 5.00 194.05 970.25
with water including disposal of uprooted vegentation
6 23.7 Fine dressing the ground 100 Sqm 5.00 145.90 729.50
7 23.8 Spreading of sludge, dump manure or/and good earth in required Cum 30.00 21.00 630.00
thickness (cost of sludge, dump manure or/and good earth to be paid
separately).
8 23.9 Mixing earth and sludtge or manure in proportion specified or directed Cum 100.00 14.35 1435.00

9 23.10 Grassing with 'Doob' grass including watering and maintenance of the
lawn for 30 days or more till the grass forms a thick lawn free from weeds
and fit for mowing including supplying good earth if needed (the good
earth shall be paid for separately).

Page 152
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT (RS.)
NO. (RS.)
a) 23.10.3 In rows 5 cm apart in either direction 100 Sqm 10.00 700.25 7002.50

10 23.13 Preparation of beds for hedging and shrubbery by excavating Cum 100.00 87.50 8750.00
60cm deep and trenching the excavated base to a further depth
of 30cm,refilling the excavated earth after breaking clods and
mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked
volume of earth after reduction by 20% : one part of stacked
volume of sludge or manure after reduction by 8%), flooding with
water, filling with earth if necessary, watering and finally fine
dressing, leveling etc.including stacking and disposal of materials
declared unserviceable and surplus earth by spreading and
leveling as directed, within a lead of 50m lift up to 1.5 m complete
(cost of sludge, manure or extra earth to be paid for separately).
11 23.16 Providing and fixing M S flat iron tree guard 60cm dia. And 2m height Each 20.00 2580.60 51612.00
above ground level formed of 4 nos. 25x6mm and 8 nos 25x3mm vertical
M.S. flats rivetted to 3 nos. 25x6mm M S flat iron rings in two halves,
bolted together with 8mm dia. And 30mm long bolts including painting
two coats with paint of approved brand and manufacture over a coat of
priming, complete in all respect.
12 23.19 Edging with bricks laid dry length wise including excavation, refilling,
consolidating with had packing and spreading neartly suruplus earth withi
a lead of 50m
a) 23.19.1 75 class designation
(i) 23.19.1.1 F P S Brick metre 300.00 23.55 7065.00
TOTAL FO SCHEDULED ITEMS 96531.00
NON-SCHEDULED ITEMS
13 NS Supply / planting the sapling of trees shaddy, flowering and fruits of Each 20.00 379.31 7586.21
height upto 600 mm i/c all excavation in dia 1 meter and depth 1.5meter
with good earth/manure in required proportion making Thaola etc and
watering complete ( The cost of good earth and manure will be paid
saperately ) Types of trees/sapling should be Cycus palm,Fycus (black),
aero coria, Red salsa, Dry cina nohtane , Fycus Rizonald etc as per the
Engineer-In-charge.
14 NS Supply and planting Goldern Durrente complete in all respect as per the Each 20.00 11.72 234.48
instruction of Engineer-In-charge.
TOTAL OF NON-SCHEDULE ITEMS 7820.69

Page 153
 NATIONAL BUILDINGS CONSTRUCTION CORPORATION LIMITED
"CONSULTANCY DIVISION"
NAME OF THE PROJECT: CONSTRUCTION. OF PROPOSED BOY'S HOSTEL FOR NIELIT AT AGARTALA,TRIPURA
GENERAL ABSTRACT OF COST
S.NO. DESCRIPTION AMOUNT AS PER DSR AS PER MARKET
2012 (RS.) RATE (RS.)

1.0 CIVIL WORK MAIN BUILDING 16396002.20 1660665.24

2.0 INTERNAL & EXTERNAL PLUMBING WORKS 837425.70 213534.48
3.0 INTERNAL ELECTRICAL WORK, 1582561.00 332933.28
7.0 HORTICULTURE & LANDSCAPING: 96531.00 7820.69
TOTAL 18912519.90 2214953.69

Page 154
 NAME OF THE PROJECT: CONSTRUCTION. OF PROPOSED BOY'S HOSTEL FOR NIELIT AT AGARTALA,TRIPURA
ABSTRACT OF COST
SL.NO. DESCRIPTION AMOUNT BASED ON
DSR-2012 (RS.) NON SCHEDULED
MARKET RATE
1 CARRIAGE OF MATERIAL 3311.50
2 EARTH WORK 901837.00
3 CONCRETE WORK 517068.55 8979.31
4 RCC WORK 7685882.35
5 BRICK WORK 15825.00 1369799.03
6 MARBLE WORK 68709.40
7 WOOD WORK 1383499.75
8 STEEL WORK 523995.05
9 FLOORING WORK 1375039.00 222620.69
10 ROOFING WORK 187584.65
11 FINISHING WORK 1721579.75
12 ALUMINIUM WORK 1439465.20 11586.21
13 WATER PROOFING WORK 572205.00
14 MISCELLANEOS ITEMS 47680.00
(A) 16396002.20 1660665.24 (B)

Page 155
 NAME OF THE PROJECT: CONSTRUCTION. OF PROPOSED BOY'S HOSTEL FOR NIELIT AT AGARTALA,TRIPURA

CIVIL WORKS
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
CARRIAGE OF MATERIALS
1 1.1. By mechnical transport including loading, unloading & stacking

1.1.1 Lime,moorum,Building rubbish

a) 1 KM Cum 50.00 66.23 3311.50

TOTAL CARRIED OVER TO SUMMARY 3311.50

EARTH WORK:
2 2.6 Earth work in excavation by mechanical means (Hydraulic
excavator/manual means over areas (exceeding 30cm in depth , 1.5m in
width as well as 10 sqm on plan) including disposal of excavated
earth,lead upto 50m and lift upto 1.5m disposed earth to be levelled and
neatly dressed.
a) 2.6.1 All kinds of soil. cum 380.00 129.35 49153.00
3 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides cum 2035.00 83.80 170533.00
of foundations etc. in layers not exceeding 20cm in depth, consolidating
each deposited layer by ramming and watering lead upto 50 mtrs. and lift
upto 1.5 mtr.
4 2.27 Supplying and filling in plinth with local sand under floors including Cum 270.00 749.30 202311.00
watering, ramming consolidating and dressing complete.

5 2.34 Supplying chemical emulsion in sealed containers including delivery as

specified.
a) 2.34.1 Chlorpyriphos/Lindane Emulsifiable concentrate of 20%. Ltr. 100.00 185.95 18595.00

6 2.35 Diluting and injecting chemical chemical emulsion for POST

CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical
emulsion)
a) 2.35.3 Treatment of soil under existing floors using chemical emulsion @ one ltr.
Per hol, 300mm apart including drilling 12mm diameter holes and plugging
with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing
floor.

Page 156
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
i) 2.35.3.1 With Chlorpyriphos /Lindane E C. 20% with 1% concentration. Sqm 500.00 88.25 44125.00

7 16.3 Supplying and stacking at site:

a) 16.3.9 Good earth Cum 1600.00 260.70 417120.00
TOTAL CARRIED OVER TO SUMMARY 901837.00
CONCRETE WORK:
8 4.1 Providing and laying in position cement concrete of specified grade
excluding the cost of centring and shuttering - All work upto plinth level:

a) 4.1.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm cum 26.00 4514.05 117365.30
nominal size)
b) 4.1.6 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm cum 60.00 3888.20 233292.00
nominal size)
c) 4.1.8 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm cum 25.00 3593.30 89832.50
nominal size)
9 4.2 Providing and laying cement concrete in retaining walls, return walls, walls
(any thickness) including attached pilasters, columns, piers, abutments,
pillars, posts, struts, buttresses, string or lacing coarses, parapets, coping,
bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five
level, excluding the cost of centering, shuttering and finishing:

a) 4.2.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm cum 5.00 4782.35 23911.75
nominal size)
10 4.11 Providing and laying damp-proof coarse 50mm thick cement concrete 1:2:4 Sqm 70.00 254.70 17829.00
(1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal
size)
11 4.12 Extra for providing and mixing water proofing material 'Impermo' or per 50 kg. 200.00 35.35 7070.00
equivalent in cement concrete work @ 1 kg. Per 50 Kg. of cement. cement
12 4.13 Applying a coat of residual petroleum bitumen of penetration 80/100 of Sqm 70.00 96.65 6765.50
approved quality using 1.7 kg. Per Sqm on damp proof course after
cleaning the surface with brushes and finally with a piece of cloth lightly
soaked in Kerosene oil.

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SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
13 4.17 Making Plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : Sqm 62.00 338.75 21002.50
3 Coarse sand :6 graded stone aggregate 20mm nominal size) over 75
mm bed of dry bricks ballast 40mm nominal size well rammed and
consolidated and grouted with fine sand including finishing the top smooth.

TOTAL CARRIED OVER TO SUMMARY 517068.55

NON-SCHEDULE ITEM:
14 NS Providing and laying in position dry brick ballast 40mm nominal size and Cum 14.00 641.38 8979.31
grouted with fine sand including finishing the top smooth upto floor five
level.

TOTAL CARRIED OVER TO SUMMARY 8979.31

RCC WORK:
15 5.9 Centring and shuttering including strutting, propping etc. and removal of
form for:
a) 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 460.00 166.90 76774.00
b) 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and sqm 100.00 285.15 28515.00
string courses etc.
c) 5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 1182.00 311.20 367838.40
d) 5.9.4 Shelves (Cast in situ) sqm 100.00 311.20 31120.00
e) 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 1272.00 262.25 333582.00
f) 5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts sqm 500.00 365.60 182800.00
g) 5.9.7 Stairs, (excluding landings) except spiral-staircases. sqm 45.00 326.30 14683.50

h 5.9.13 Vertical and horizontal fins individually or forming box louvers band, facias sqm 150.00 470.10 70515.00
and eaves boards

i) 5.9.15 Small lintels not exceeding 1.5m clear span, moulding as in cornices, sqm 150.00 166.90 25035.00
window sills, string courses, bands, copings, bed plates, anchor blocks and
the like.
j) 5.9.16 Edges of slabs and breaks in floors and walls
k 5.9.16.1 Under 20 cms wide Mtr. 225.00 99.45 22376.25

Page 158
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
l) 5.9.18 Small surfaces such as cantilever ends, brackets and ends of steps, caps sqm 100.00 398.35 39835.00
m 5.9.19 and bases
Weather to pilasters
shade, and
chajjas, columns
corbels etc.and the likeedges.
including sqm 125.00 411.10 51387.50
16 5.11 Extra for additional height in centering, shuttering where ever required with
adequate bracing, propping etc. including cost of deshuttering and de-
centering at all levels, over a height of 3.5 m, for every addfitional height of
1m or part thereof (plan area to be measured)
a) 5.11.1 Suspended floors, roofs , landings,beams & balconies (Plan area to be Sqm 121.65 0.00
measured).
17 5.18 Providing precast cement concrete Jali 1:2:4 (1 cement: 2 coarse sand: 4
stone aggregate 6mm nominal size) reinforced with 1.6mm dia mild steel
wire including centring & shuttering roughening cleaning, fixing and
finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete
excluding plastering of the jambs, sills and soffits.

a) 5.18.1 50mm thick Sqm 35.00 598.15 20935.25

18 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete
a) 5.22.6 Thermo-Mechanically Treated bars Kg. 19560.00 62.25 1217610.00
19 5.22 A Reinforcement for R.C.C. work including straightening, cutting, bending,
placing in position and binding all complete
a) 5.22A.6 Thermo-Mechanically Treated bars Kg. 42920.00 62.25 2671770.00
20 5.33 Providing and laying in position machine batched, machine mixed and
machine vibrated design mix cement concrete of specified grade for
reinforced cement concrete work including pumping of concrete to site of
laying but excluding the cost of centring, shuttering, finishing and
reinforcement-including admixture in recommended proportions as per
IS:9103 to accelerate, retard setting of concretre, improve workability
without impairing strength and durability as per direction of Engineer-in-
charge.
Note-cement content considered in this item is @330kg/cum. Excess/less
cement used as per design mix is payable /recoverable separately ).

a) 5.33.1 All works upto plinth level Cum 163.00 5242.15 854470.45
b) 5.33.2 All works above plinth level upto floor five level Cum 290.00 5781.50 1676635.00
TOTAL CARRIED OVER TO SUMMARY 7685882.35

Page 159
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
21 6.15 Extra for providing and placing in position 2 Nos. 6 mm dia MS bars at Sqm 250.00 63.30 15825.00
every third course of half brick masonry (with FPS bricks)

TOTAL CARRIED OVER TO SUMMARY 15825.00

NON-SCHEDULE ITEM:

22 NS Brick work with FPS bricks of class designation 100 in foundation & plinth
in:
a) Cement mortar 1:6 (1 cement: 6 coarse sand) Cum 40.00 3964.2 158568.00

23 NS Brick work with F.P.S. bricks of class designation 100 in superstructure

above plinth level up to floor V level in all shapes and sizes in:
a) Cement mortar 1:6 (1 cement: 6 coarse sand) Cum 260.00 4160.34483 1081689.66
24 N.S 125mm brick masonry with FPS bricks of class designation 100 in
supersructure above plinth in level upto floor V level
a) Cement mortar 1:4 (1 cement: 4 coarse sand) Sqm 250.00 518.17 129541.38

TOTAL CARRIED OVER TO SUMMARY 1369799.03

MARBLE WORK:
25 8.2 Providing and fixing 18mm thick gang saw cut mirror (polished
premoulded and prepolished) machine cut for kitchen platforms, vanity
counters, window sills, facias and similar locations of required size of
approved shade, colour and texture laid over 20mm thick base cement
mortar 1:4 (1 cement: 4 coarse sand) with joints treated with white cement,
mixed with matching pigment,epoxy touch ups, including rubbing curing,
moudling and polishing to edge to give high gloss finish etc. complete at all
levels.
a) 8.2.1 White marble - Raj Nagar plain /udaipur green marble /zebra black marble

i) 8.2.1.2 Area of slab over 0.50 Sqm Sqm 15.00 1980.80 29712.00
b) 8.2.2 Granite of any colour and shade

Page 160
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
i) 8.2.2.2 Area of slab over 0.50 Sqm Sqm 10.00 3083.40 30834.00
26 8.3 Extra for providing edge moulding to 18mm thick marble stone counters,
Vanities etc. Including machine polishing to edge to give high gloss finish
etc. Complete as per design approved by Engineer-in-Charge.

a) 8.3.1 Marble work. Mtr. 40.00 105.70 4228.00

27 8.5 Extra for providing opening of required size & shape for wash basins / Each 14.00 281.10 3935.40
kitchen sink in kitchen platfrom, vanity counters and similar location in
marble / Granite / stone work including necessary holes for pillar taps etc.
Including rubbing and polishing necessary etc. complete.
TOTAL CARRIED OVER TO SUMMARY 68709.40
WOOD WORK:
28 9.16 Providing and fixing 25mm thick shutters for cupboards etc.
a) 9.16.1 Panelled or panelled and glazed shutters:
29 9.16.1.1 Second class teak wood including ISI marked anodised aluminium but Sqm 166.00 2440.25 405081.50
hinges with necessary screws.

30 9.20 Providing and fixing ISI marked flush door shutters conforming to IS:2202 .
(Part-I) decorative type, core of block board construction with frame of 1st
class hard wood and well matched commercial 3 ply veneering with
vertical grains or cross bands and face veneers on both faces of shutters.

a) 9.20.1 35 mm thick including ISI marked stainless steel butt hinges with Sqm 130.00 2159.05 280676.50
necessary screws.
b) 9.20.3 25mm thick ( for cupboard) including ISI marked nickel plated bright Sqm 160.00 1789.45 286312.00
finished M.S. piano hinges IS :3818 marked with necessary screws
31 9.27 Providing and fixing 35mm thick wire gauze shutters using galvanised MS
wire gauze of average width of aperture 1.4mm with wire of dia, 0.63mm
for doors, windows and clerestory windows including ISI marked bright
finished or/and black enamelled MS butt hinges with necessary screws.

a) 9.27.1 35 mm thick shutters

Page 161
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
i) 9.27.1.2 With ISI marked stainless steel butt hinges of required size
9.27.1.2.1 Second class teak wood.
Sqm 101.00 2737.90 276527.90
32 9.48 Providing and fixing MS grills of required pattern in frames of windows etc.
with MS flats, square or round bars etc. all complete
a) 9.48.2 Fixed to opening /wooden frames Kg. 600.00 98.20 58920.00

33 9.96 Providing and fixing aluminium sliding door bolts ISI marked anodised
(anodic coating not less than grade AC 10 as per IS: 1868) transparent or
dyed to required colour or shade with nuts and screws etc. complete:

a) 9.96.1 300 x 16 mm Each 42.00 203.80 8559.60

b) 9.96.2 250 x 16 mm Each 42.00 168.95 7095.90
34 9.97 Providing and fixing aluminium tower bolt ISI marked anodised (anodic
coating not less than grade AC 10 as per IS :1868) transparent or dyed to
required colour or shade with necessary screws etc. complete:

a) 9.97.1 300x10 mm Each 84.00 100.40 8433.60

b) 9.97.2 250x10 mm Each 84.00 86.45 7261.80
c) 9.97.4 150x10 mm Each 50.00 59.00 2950.00
35 9.83 Providing & fixing IS:3564 marked aluminium Die cast body tubular type Each 20.00 610.60 12212.00
universal hydraulic door closer with necessary accessories and screws etc.
complete
36 9.100 Providing and fixing aluminium handles ISI marked anodised (anodic
coating not less than grade AC 10 as per IS:1868) transparent or dyed to
required colour or shade with necessary screws etc. complete:

a) 9.100.1 125 mm Each 84.00 62.50 5250.00

b) 9.100.2 100 mm Each 50.00 49.55 2477.50
37 9.101 Providing and fixing aluminium hanging floor door stopper ISI marked
anodised (anodic coating not less than grade AC 10 as per IS :1868)
transparent or dyed to required colour or shade with necessary screws etc.
complete:

Page 162
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
a) 9.101.2 Twin rubber stopper Each 67.00 71.55 4793.85
38 9.103 Providing & fixing bright finished brass 100 mm mortice latch & lock ISI Each 24.00 706.15 16947.60
marked with 6 levers and a pair of anodised(anodic coating not less than
grade AC 10 as per IS :1868) aluminium lever handles with necessary
screws etc. complete (Best make of approved quality)
TOTAL CARRIED OVER TO SUMMARY 1383499.75
STEEL WORK
39 10.5 Providing and fixing 1mm thick MS sheet door with frame of 40x40x6mm
angle iron and 3mm MS gusset plates at the junctions and corners, all
a) 10.5.1 necessary
Using fittings40x40x6mm
MS angle complete, including applying
for diagonal a primer coat of approved
braces. Sqm 2.10 2551.45 5358.05
40 10.11 Providing & fixing factory made ISI marked steel glazed doors, windows Kg. 50.00 96.30 4815.00
and ventilators side/top/central hung with beading and all members such
as K11B and K12B etc. complete of standard rolled steel sections, joints
mitred and flash butt welded and sash bars tenoned and riveted with
15x3mm lugs, 10cm long, embedded in cement concrete blocks
15x10x10cm of 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate
20mm nominal size) or with wooden plugs and screws or rawl plugs and
screws or with fixing clips or with bolts and nuts as required, including
providing and fixing of hinges, pivots, float glass panes with glazing clips
and special metal sash putty of approved make and a priming coat of
approved steel primer, excluding the cost of metal beading and other
fittings except necessary hinges or pivots complete as per approved
design.
41 10.13 Providing & fixing T-iron frames for doors, windows & ventilators of mild Kg. 50.00 73.30 3665.00
steel T-sections, joints mitred and welded with 15x3 mm lugs, 10 cm long,
embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement: 3
coarse sand: 6 graded stone aggr. 20 mm nominal size) or with wooden
plugs & screws or rawl plugs and screws or with dash fasteners or with
fixing clips or with bolts and nuts as required, including fixing of necessary
butt hinges & screws and applying a priming coat of approved steel primer.

Page 163
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
42 10.14 Providing and fixing pressed steel door frames conforming to IS:4351
manufactured from commercial mild steel sheet of 1.25 mm thickness
including hinges, jamb, lock jamb, bead and if required angle threshold of
mild steel angle of section 50x 25 mm, or base ties of 1.25 mm pressed
mild steel welded or rigidly fixed together by mechanical means, adjustable
lugs with split end tail to each jamb including steel butt hinges 2.5 mm thick
with mortar guards, lock strike-plate and shock absorbers as specified and
applying a coat of approved steel primer after pre-treatment of the surface
as directed by the Engineer-in-charge.

a) 10.14.1 Profile B
i) 10.14.1.1 Fixing with adjustable lugs with split end tail to each jamb Mtr 160.00 346.75 55480.00
b) 10.14.2 Profile C
i) 10.14.2.2 Fixing with adjustable lugs with split end tail to each jamb Mtr 250.00 370.00 92500.00
43 10.25 Steel work welded in built up sections/framed work including cutting
hoisting, fixing in position and applying a priming coat of approved steel
primer using structural steel etc. as required
a) 10.25.2 In gratings, frames, guard bar, ladders, railings, brackets, gates & similar Kg. 150.00 77.90 11685.00
works
44 10.18 Providing and fixing circular/hexagonal cast iron or MS sheet box for ceiling Each 60.00 117.45 7047.00
fan clamp of internal dia 140mm, 73mm height, top lid of 1.5mm thick M.S.
sheet with its top surface hacked for proper bonding, top lid shall be
screwed into the cast iron/ MS box by means of 3.3mm dia round headed
screws, one lock at the corners. Clamps shall be made of 12mm dia M.S.
bar bent to shape as per standard drawing.
a) 10.26 Providing and fixing hand rail of approved size by welding etc. to steel
ladder railing, balcony railing & staircase railing including applying a
priming coat of approved steel primer.
i) 10.26.1 MS tube Kg. 100.00 86.45 8645.00

Page 164
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
45 10.28 Providing and fixing stainless steel ( grade 304 )railing made of Hollow
tubes , channels , plates etc , including welding grinding , buffing ,polishing
and making curvature ( wherever required ) and fitting the same with
necessary stainless steel nuts and bolts complete ,I/c fixing the railing with
necessary accessories &stainless steel dash fasteners ,stainless steels
bolts etc ,of required size ,on the top of the floor or the side of waist slab
with suitable arrangment as per approval of Engineers -in-charge, ( for
payment purpose only weight of stainless steel members shall be
considered excluding fixing accesories such as nuts ,bolts, fasteners etc
Kg 600.00 558.00 334800.00
TOTAL CARRIED OVER TO SUMMARY 523995.05
FLOORING WORK
46 11.4 52 mm thick cement concrete flooring with concrete hardener topping Sqm 25.00 420.50 10512.50
under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse
sand: 4 graded stone aggregate 20 nominal size) and top layer 12 mm
thick cement hardener consisting of mix 1:2 (1 cement hardener mix: 2
stone aggregate 6 mm nominal size) by volume hardening compound is
mixed @ 2 Ltrs per 50 kg. of cement or as per manufacturer specifications.
This includes cost of cement slurry, but excluding the cost of nosing of
steps etc. complete
47 11.6 Cement plaster skirting (upto 30 cm height) with cement mortar 1:3 (1
cement: 3 coarse sand) finished with a floating coat of neat cement.

a) 11.6.1 18 mm thick Sqm. 50.00 258.20 12910.00

48 11.13 Providing & fixing glass strips in joints of terrazo/cement concrete floors.

a) 11.13.1 40 mm wide and 4 mm thick Mtr. 10.00 29.40 294.00

49 11.16 Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12
mm laid in floors, and landings, jointed with neat cement slurry mixed with
pigment to match the shade of the tiles including rubbing and polishing
complete with precast tiles on 20 mm thick bed of cement mortar 1:4 (1
cewment: 4 coarse sand)
a) 11.16.1 Light shade using white cement Sqm 100.00 769.35 76935.00

Page 165
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
50 11.23 Marble stone flooring with 18 mm thick marble stone (sample of marble
shall be approved by Engineer-In-Charge) over 20mm (average) thick base
of 1:4 (1 cement: 4 coarse sand) laid and jointed with grey cement slurry
includiong rubbing and polishing complete with:
a) 11.23.2 Raj nagar plain Sqm 140.00 1265.35 177149.00

b) 11.23.5 Udaipur green marble Sqm 50.00 1418.95 70947.50

51 11.25 Extra for marble stone flooring in treads of steps and risers using single Sqm 40.00 230.55 9222.00
length upto 2mtr..
52 11.26 Kota stone slab flooring over 20 mm (average) thick base laid over and
jointed with grey cement slurry mixed with pigment to match the shade of
the slab including rubbing and polishing complete with base of cement
mortar 1:4 (1 cement: 4 coarse sand)

a) 11.26.1 25 mm thick Sqm 680.00 945.70 643076.00

53 11.27 Kota stone slab 25 mm thick in risers of steps, skirting dado and pillars Sqm 105.00 954.10 100180.50
laid on 12 mm(average) thick cement mortar 1:3 (1 cement : 3 coarse
sand) & jointed with grey cement slurry mixed with pigment to match the
shade of the slabs including rubbing and polishing complete.

54 11.36 Providing & fixing Ist quality ceramic glazed wall tiles conforming to Sqm 170.00 724.25 123122.50
IS:15622 (thickness to be specified by the manufacturer) of approved
make in all colours, shades except Burgundy, bottle green, black of any
size as approved by Engineer-in-charge in skirting, risers of steps & dados
over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and
jointing with grey cement slurry @3.3 Kg per sqm including pointing in
white cement mixed with pigment of matching shade complete.

55 11.39 Providing & laying rectified glazed ceramics floor tiles 300x300mm or more Sqm 90.00 931.50 83835.00
(thickness to be specified by the manufacturer) of Ist quality conforming to
IS:15622 of approved make in colours White, Ivory, Grey, Fume, Red
Brown, laid on 20 mm thick cement mortar 1:4 (1 cement :4 coarse sand)
including grouting the joints with white cement and matching pigments etc.
complete.

Page 166
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
56 11.41 Providing & laying vitrified floor tiles in different sizes (thickness to be
specified by the manufacturer) with water absorptions less than 0.08% and
conforming to IS:15622 of approved make in all colours and shades, laid
on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including
grouting the joints with white cement and matching pigments etc. complete.

a) 11.41.2 Size of tile 60x60cm Sqm 50.00 1337.10 66855.00

TOTAL CARRIED OVER TO SUMMARY 1375039.00
NON-SCHEDULE ITEM:
57 NS Providing and laying pioneer tiles including all accessories of approved Sqm 300.00 742.07 222620.69
quality and specification as per drawings and directions of Engineer-In -
Chage .
TOTAL CARRIED OVER TO SUMMARY 222620.69
ROOFING WORK
58 12.21 Providing gola 75x75mm in cement concrete 1:2:4 (1 cement: 2 coarse
sand: 4 stone aggregate 10mm and down gauge) including finishing with
cement mortar 1:3 (1 cement: 3 fine sand) as per standard design:

a) 12.21.1 In 75x75mm deep chase Mtr. 150.00 109.05 16357.50

59 12.22 Making khuras 45x45cm with average minmum thickness of 5cm cement Each 15.00 148.75 2231.25
concrete 1:2:4 (1 cement :2 coarse sand: 4 graded stone aggregate of 20
mm nominal size) over PVC sheet 1m x 1m x 400micron, finished with
12mm cement plaster 1:3 (1cement: 3 coarse sand) and a coat of neat
cement rounding of the edges and making and finishing the outlet
complete.
60 12.38 Providing and fixing MS holder bat clamps of approved design to C.I. or
S.C.I. rain water pipes embedded in and including cement concrete blocks
10 x 10 x 10 cm of 1:2:4 mix (1 cement:2 coarse sand : 4 graded stone
aggregate 20 mm nominal size) and cost of cutting holes and making good
the walls etc.
a) 12.38.2 For 150 mm dia pipe Each 36.00 121.80 4384.80

61 12.39 Providing lead caulked joints to sand cast iron rain water pipes and fittings:

Page 167
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
a) 12.39.2 For 150 mm dia pipe Each 36.00 287.10 10335.60

62 12.40 Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes
conforming to IS:13592 Type A including jointing with seal ring conforming
to IS:5382 leaving to 10mm gap for thermal expansion. (i) Single socketed
pipes:
a) 12.40.1.1 150mm diameter Mtrs 90.00 407.85 36706.50
63 12.42 Providing and fixing on wall face unplasticised- PVC moulded
fittings/accessories for unplasticised-Rigid PVC rain water pipes
conforming to IS:13592 Type A including jointing with seal ring conforming
to IS:5382 leaving to 10mm gap for thermal expansion.
a) 12.42.1 Coupler
i) 12.42.1.2 110mm Each 12.00 130.25 1563.00
b) 12.42.5 Bend 87.5"
i) 12.42.5.2 110mm bend Each 12.00 156.95 1883.40
c) 12.42.6 Shoe (plain)
i) 12.42.6.2 110mm shoe Each 12.00 287.05 3444.60
64 12.43 Providing and fixing unplasticised- PVC pipe clips of approved design to
unplasticised-PVC rain water pipes by means of 50x50x50mm hard wood
plugs, screwed with MS screws of required length including cutting brick
work and fixing in cement mortar 1:4 (1 cement:4 coarse sand) and making
good the walls etc. complete.
a) 12.43.2 110mm Each 12.00 144.60 1735.20
65 12.44 Providing & fixing to the inlet mouth of rain water pipe cast iron grating Each 12.00 32.75 393.00
15cm diameter and weighing not less than 440 gms.

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SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
66 12.45 Providing and fixing at all height false ceiling including providing and fixing
of frame work made of special sections power pressed from MS sheet and
galvanised in accordance with zinc coating of grade 350 as per IS:277 and
consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges
of 22 mm and 37 mm at 1200 mm centre to centre one flange fixed to the
ceiling with dash fastner 12.5 mm dia x 40 mm long with 6 mm dia bolts to
the angle hangers of 25x25x0.55 mm of required length and other end of
angle hanger being fixed with nut and bolts to GI channels 45 mm x 15 mm
x 0.9 mm running at the rate of 1200 mm centre to centre to which the
ceiling section 0.5 mm thick bottom wedge of 80mm with tapered flanges
of 26mm each having clips of 10.5mm at 450mm centre to centre shall be
fixed in a direction perpendicular to GI channel with connecting clips made
out of 2.64mm dia x 230mm long GI wire at every junction including fixing
the gypsum board with ceiling section and perimeter channels

0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long the

perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450
mm centre to centre with 25 mm long drive all screws @ 230 mm interval
including jointing and fixing to a flush finish of tapered and square edges of
the gypsum board with recommended filler, paper tapes, manufacturers
specification and also including the coat of making openings for light
fittings, grills diffusers, cutouts made with frame of perimeter channels
suitably fix all complete as per drawing and specification and direction of
the Engineer-in-Charge but excluding the cost of painting with:

a) 12.45.1 12.5 mm thick tapered edge gypsum baord conforming to IS:2095- Part-I. Sqm 157.00 691.40 108549.80

TOTAL CARRIED OVER TO SUMMARY 187584.65

FINISHING:
67 13.4 12mm cement plaster of mix :
a) 13.4.2 1:6 (1 cement : 6 coarse sand ) Sqm 3000.00 112.50 337500.00
68 13.7 12mm cement plaster finished with a floating coat of neat cement of mix :

a) 13.7.1 1:4 (1 cement : 4 fine sand ) Sqm 60.00 107.80 6468.00

Page 169
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
69 13.12 18 mm cement plaster in two coats under layer 12mm thick cement Sqm 400.00 123.50 49400.00
plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6mm thick cement
plaster 1:3 (1 cement: 3 coarse sand) finished rough with sponge.

70 13.5 15mm cement plaster on rough side of single or half brick wall of mix:
a) 13.5.2 1:6 (1 cement : 6 Coarse sand ) Sqm 3000.00 130.20 390600.00
71 13.16 6 mm cement plaster to ceiling of mix :
a) 13.16.1 1:3 (1 cement : 3 fine sand ) Sqm. 1050.00 101.00 106050.00
72 13.23 Extra for plastering on circular work not exceeding 6m in radius:
a) 13.23.1 In one coat Sqm. 100.00 13.65 1365.00
73 13.26 Providing and applying plaster of paris putty of 2mm thickness over Sqm. 4050.00 83.80 339390.00
plastered surface to prepare the surface even and smooth complete.
74 13.37 White washing with lime to give an even shade
a) 13.37.1 New work (three or more coats) Sqm. 150.00 11.75 1762.50
75 13.41 Distempering with oil bound washable distemper of approved brand and
manufacture to give an even shade.
a) 13.41.1 New work (two or more coats) over and including priming coat with cement Sqm 1400.00 66.70 93380.00
primer
76 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with "Silicone
additives of required shade
a) 13.47.1 New work (two or more coats applied @1.43 ltr/10 sqm over and including Sqm 2305.00 80.45 185437.25
base coat of water proofing cement paint applied @2.20kg/10sqm)

77 13.60 Wall painting with plastic emulsion paint of approved brand and
manufacture to give an even shade :
a) 13.60.1 Two or more coats on new work Sqm 1500.00 60.25 90375.00
78 13.45 Finishing walls with textured exterior paint of required shade
a) 13.45.1 New work (two or more coats applied @ 3.28 Ltr/ 10 Sqm) over and Sqm 500.00 117.70 58850.00
including base coat of water proofing cement paint applied @ 2.20 Kg./ 10
Sqm.

Page 170
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
79 13.50 Applying priming coat:
a) 13.50.1 With ready mixed pink or grey primer of approved brand and manufacturer sqm 450.00 25.85 11632.50
on wood work ( hard & soft wood)

80 13.58 Providing and applying two coats of Fire retardent paint unthunned on Sqm 30.00 267.15 8014.50
cleaned wood/ply surface @ 3.5 sqm per litre per coat including
preparation of base surface asper recommendation of manufacture to
make the surface fire retardent.
a) 13.61 Painting with synthetic enamel paint of approved brand and manufacture to
give an even shade :
b) 13.61.1 Two or more coats on new work Sqm 500.00 53.85 26925.00
81 13.76 Forming groove of uniform size from 12x12mm and 25x15mm in plastered Mtr. 200.00 72.15 14430.00
surface as per approved pattern using wooden battens, nailed to the under
layer including removal of wooden battens, repair to the edges of panel
and finishing the groove complete as per specifications and direction of the
Engineer-In-Charge.

TOTAL CARRIED OVER TO SUMMARY 1721579.75

ALUMINIUM WORK:
82 21.1 Providing & fixing aluminium work for doors, windows, ventilators &
partitions with extruded built up standard tubular sections/ appropriate Z-
sections and other sections of approved make comforming to IS: 733 &
IS:1285, fixed with rawl plugs and screws or with fixing clips, or with
expansion hold fastners including necessary filling up of gaps at junctions,
at top bottom and sides with required of PVC/neoprene felt etc. Aluminium
sections shall be smooth, rust free, straight, mitred & jointed mechanically
wherever required including cleat angle, aluminium snap beading for
glazing/panelling C.P. brass/ Stainless Steel screws, all complete as per
architectural drawings & the directions of Engineer-In-Charge. (Glazing and
panelling to be paid for separately).

a) 21.1.1 For fixed portion

i) 21.1.1.1 Anodized aluminium (anodized transparent or dyed to required shade Kg. 1700.00 358.30 609110.00
according to IS:1868, Minimum anodic coating of grade AC 15).

Page 171
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
b) 21.1.2 For shutters of doors, windows & ventilators including providing and fixing
hinges/ pivots and making provision for fixing of fittings wherever required
including the cost of PVC/ neoprene gasket required. (Fittings shall be paid
for separately)
i) 21.1.2.1 Anodized aluminium (anodized transparent or dyed to required shade Kg. 1650.00 406.50 670725.00
according to IS:1868, Minimum anodic coating of grade AC 15).
83 21.4 Providing & fixing double action hydraulic floor spring of approved brand
and manufacture IS:6315 marked, for doors including cost of cutting floors
as required, embedding in floors and cover plates with brass pivot and
single piece MS sheet outer box with slide plate etc. complete as per the
direction of Engineer-In-charge.
a) 21.4.1 With stainless steel cover plate Each 1.00 1953.10 1953.10
84 21.13 Providing & fixing 100mm brass locks (best make of approved quality) for Each 1.00 356.10 356.10
aluminium doors including necessary cutting and making good etc.
complete.
85 21.15 Providing & fixing aluminium casement window fastener of required length
for aluminium windows with necessary screws etc. complete.
a) 21.15.1 Anodized( AC15) aluminium. Each 30.00 50.50 1515.00
86 21.16 Providing & fixing aluminium round shape handle of outer dia 100mm with
SS screws etc. complete as per direction of Engineer-incharge.
a) 21.16.1 Anodized( AC15) aluminium. Each 30.00 60.95 1828.50
87 21.3 Providing and fixing glazing in aluminium doors, windows, ventilator
shutters & partitions etc. with PVC/ neoprene gasket etc. complete as per
architectural drawings and the directions of Engineer-In -Chage (Cost of
aluminium snap beading shall be paid in basic item).
a) 21.3.2 With float glass panes of 5.5 mm thickness Sqm 170.00 905.75 153977.50
TOTAL CARRIED OVER TO SUMMARY 1439465.20
NON-SCHEDULE ITEM:
88 NS Providing and fixing glazing in aluminium doors, windows, ventilator
shutters & partitions etc. with PVC/ neoprene gasket etc. complete as per
architectural drawings and the directions of Engineer-In -Chage (Cost of
aluminium snap beading shall be paid in basic item).
With 10mm thickness Texture toughened glass Sqm 8.00 1448.28 11586.21
TOTAL CARRIED OVER TO SUMMARY 11586.21

Page 172
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
WATER PROOFING:
89 22.5 Providing and laying water proofing treatment in sunken portion of WCs, Sqm 100.00 215.15 21515.00
bathrooms etc. by applying cement slurry mixed with water proofing
cement comopund consisting of applying: a) First layer of slurry of cement
@ 0.488 kg./Sqm mixed with water proofing cement comound @ 0.253
kg./Sqm. This layer will be allowed to air cure for 4 hours. b) Second layer
of slurry of cement @ 0.242 kg./Sqm mixed with water proofing cement
comopund @ 0.126 kg./Sqm. This layer will be allowed to air cure for 4
hours followed with water curing for 48 hours. The rate includes
preparation of surface, treatment and sealing of all joints, corners,
junctions of pipes and masonary with polymer mixed slurry.

90 22.7 Providing and laying integral cement based water proofing treatment
including preparation of suface as required for treatment of roofs,
balconies, terraces condisting of following operations: a) Applying and
grouting a slurry coat of neat cement using 2.75 kg./Sqm of cement
admixed with water proofing compound conforming to IS:2645 and
approved by Engineer-In-Charge over the RCC slab including adjoining
walls upto 300mm height including cleaning the surface before treatment.
b) Laying brick bats with mortar using broken bricks/brick bats 25mm to
115mm size with 50% of cement mortar 1:5 (1cement : 5 coarse sand)
admixed with water proofing cement compound conforming to IS:2645 and
approved by Engineer-In-Charge over 20mm thick layer of cement mortar
of mix 1:5 (1 cement: 5 coarse sand) admixed with water proofing
compound conforming to IS : 2645 and approved by the Engineer-In-
Charge to required slope & treating similarly the adjoining walls upto 300
mm height including rounding of junctions of walls and slabs.

Page 173
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
c) After two days of proper curing applying a second coat of cement slurry
using 2.75 kg./sqm of cement admixed with water proofing comopound
conforming to IS:2645 and approved by the Engineer-In-Charge. d)
Finishing the surface with 20mm thick jointless cement mortar of mix 1:4 (1
cement : 4 coarse sand) admixed with water proofing compound
conforing to IS:2645 and approved by the Engineer-In-charge including
laying glass fibre cloth of approved quality in top layer of plaster and finally
finishing the surface with trowel with neat cement slurry and making
pattern of 300mmx 300mm square. e) The whole terrace so finished shall
be flooded with water for a minimum period of two weeks for curing and for
final test. All above operations to be done in order and as directed and
specified by the Engineer-In-Charge.

a) 22.7.1 With average thickness of 120mm and minimum thickness at khurra as Sqm 700.00 786.70 550690.00
65mm.

TOTAL CARRIED OVER TO SUMMARY 572205.00

MISCELLANEOS ITEMS
NON SCHEDULE ITEMS
91 NS providing & fixing SS plates with words in eitching black/any colour as per
detail,on SS plate 1mm thick crome plated
a SS plate for specific rooms-size 12"x8" Each 30.00 1092.41 32772.41
b SS plate for toilet-size 12"x6" Each 4.00 819.31 3277.24
c SS plate for floor number-size 8"x8" Each 4.00 728.28 2913.10
d SS plate for pull/push-size 2"x6" Each 4.00 136.55 546.21
92 NS providing & fixing signage 3mm thick acrylic sheet with Radium printing,
with mat/gloss laminationSS plates with words in eitching black/any colour
as per detail,on SS plate 1mm thick crome plated
a EXIT plate- size 12"x6" Each 4.00 819.31 3277.24
b Emargency plate - size 12"x6" Each 2.00 819.31 1638.62
c NO SMOKING plate - size 12"x6" Each 4.00 813.79 3255.17
TOTAL CARRIED OVER TO SUMMARY 47680.00

Page 174
 ABSTRACT OF COST FOR BOYS HOSTLE
SL.NO. DESCRIPTION AMOUNT AS PER MARKET
DSR'2012

1 SANITARY FIXTURES 111388.10

2 SOIL, WASTE VENT PIPE 323621.60

3 WATER SUPPLY (INTERNAL) 230232.00 213534.48

4 DRAINAGE(SEWERAGE) 142767.00

5 EARTH WORK 29417.00

Total 837425.70 213534.48

Page 175
 NAME OF THE PROJECT :CONSTN. BOYS HOSTLE NEILIT

NAME OF WORK: DETAILED COST ESTIMATE OF INTERNAL PLUMBING WORKS

SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO. 2012
A SANITARY FIXTURE:

1 17.1 Providing and fixing water closet squatting pan (Indian type WC
pan) with 100mm sand cast iron P or S trap, 10 litres low level white
PVC flushing cistern with manually controlled device (Handle lever)
conforming to IS:7231 with all fittings & fixtures conpletes,including
cutting and making good the walls and floors wherever required :

a) 17.1.1 White Vitreous china Orissa pattern WC pan of size 580 x 440mm Each 1 2964.10 2964.10
with integral type foot rest.

2 17.3 Providing and fixing white vitreous china pedestal type water closet (
European type) with seat & lid with CP brass hinges & rubber
buffers, 10 ltr low level white viterous china flushing cistern & C.P.
flush bend with fittings and C.I. brackets, 40mm flush bend, overflow
arrangement with specials of standard make and mosquito proof
coupling of approved municipal design complete including painting
of fittings and brackets, cutting & making good the walls and floors
wherever required.

a) 17.3.1 WC Pan with ISI marked white solid plastic seat and lid Each 8 4220.8 33766.40

3 17.4 Providing and fixing white vitreous chine flat back or wall corner type
lipped front urinal basin 430x260x350mm and 340x 410x265mm
size respectively with automatic flushing cistern with standard flush
pipe and CP brass spereaders with brass unions and GI clamps
complete including painting of fittings brackets, cutting & making
good the walls and floors wherever required.

a) 17.4.1 Range of one urinal basins with 5 ltrs. White PVC automatic Each 12.00 2884.40 34613.00
flushing cistern

Page 176
4 17.7 Providing and fixing wash basin with CI brackets, 15mm CP brass
pillar taps, 32mm CP brass waste of standard pattern, including
painting of fittings and brackets cutting & making good the walls,
wherever required.

17.7.1 White vitrious china wash basin size 630 x 450mm with a pair of Each 12.00 1848.35 22180.00
15mm C.P. brass pillar taps
5 17.10 Providing and fixing stainless steel A ISI: 304 (18/8) kitchen sink as
per IS:13983 with CI brackets and stainless steel plug 40mm
including painting of fittings & brackets, cutting and making good the
walls wherever required.
17.10.1 Kitchen sink with drain board

17.10.1.1 Size 510x1040mm bowl depth 250mm Each 1 6743.55 6743.55

6 17.28 Providing & fixing PVC waste pipe for sink or wash basin including
PVC waste fittings complete

17.28.1 Semi rigid pipe

17.28.1.1 32mm dia Each 13.00 59.50 773.50

7 17.31 Providing and fixing 600 x 450mm bevelled edge mirror of superior Each 12.00 674.05 8089.00
glass (of approved quality) complete with 6mm thick hard board
ground fixed to wooden cleats with CP brass screws and washers
complete

8 17.34 Providing and fixing toilet paper holder

17.34.1 C.P brass Each 9.00 250.95 2258.55

TOTAL FOR SCHEDULE TIEMS(SANITARY FIXTURE) 111388.10

(B) SOIL WASTE VENT PIPES AND FITTINGS:

9 17.35 Providing and fixing soil, waste vent pipes

a) 17.35.1 100mm dia

Page 177
 17.35.1.2 Centrifugally cast (spun) iron socketed pipe as per IS:3989.S&S Mtr 100.00 857.30 85730.00
pipe
b) 17.35.2 75mm dia
17.35.2.2 Centrifugally cast (spun) iron socketed pipe as per IS:3989. Mtr 90.00 744.50 67005.00

10 17.37 Providing and fixing MS holder-bat clamps of approved design to

Sand Cast iron/cast iron (spun) pipe embedded in and including
cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement: 2
coarse sand : 4 graded stone aggregate 20mm nominal size)
including cost of cutting holes and making good the walls etc.

17.37.1 For 100mm dia pipe Each 42 112.50 4688.00

17.37.2 For 75mm dia pipe Each 38 110.15 4131.00

11 17.38 Providing and fixing bend of required degree with access door
insertion rubber washer 3mm thick bolts and nuts complete

a) 17.38.1 100mm
17.38.1.2 Sand Cast iron S&S as per IS-3989 Each 8.00 353.25 2826.00

b) 17.38.2 75mm
17.38.2.2 Sand Cast iron S&S as per IS-3989 Each 4.00 281.15 1125.00
12 17.39 Providing and fixing plain bend of required degree
a) 17.39.1 100mm
17.39.1.2 Sand Cast iron S&S as per IS-3989 Each 25.00 296.35 7409.00

b) 17.39.2 75mm
17.39.2.2 Sand Cast iron S&S as per IS-3989 Each 35.00 221.95 7768.00

13 17.40 Providing and fixing heal rest sanitary bend

a) 17.40.1 100mm
17.40.1.2 Sand Cast iron S&S as per IS-3989 Each 8.00 342.80 2742.00
b) 17.40.2 75mm
17.40.2.2 Sand Cast iron S&S as per IS-3989 Each 8.00 297.45 2380.00

Page 178
14 17.43 Providing and fixing single equal plain junction of required degree
with access door, insertion rubber washer 3mm thick, bolts and nuts
complete.

a) 17.43.1 100x100x100mm

17.43.1.2 Sand Cast iron S&S as per IS-3989 Each 4.00 579.45 2318.00

b) 17.43.2 75x75x75mm
17.43.2.2 Sand Cast iron S&S as per IS-3989 Each 4.00 438.00 1752.00
15 17.44 Providing and fixing single equal plain junction of required degree:

17.44.1 100x100x100mm

17.44.1.2 Sand Cast iron S&S as per IS-3989 Each 1 522.85 522.85
17.44.2 75x75x75mm
17.44.2.2 Sand Cast iron S&S as per IS-3989 Each 1 378.75 378.75

16 17.47 Providing and fixing single unequal junction of required degree with
access door, insertion rubber washer 3mm thick, bolts and nuts
complete

a) 17.47.1 a) 100mm x100mm x 75mm

17.47.1.2 Sand Cast iron S&S as per IS-3989 Each 4.00 771.40 3086.00

17 17.56 Providing and fixing terminal guard

a) 17.56.1 100mm
17.56.1.2 Sand Cast iron S&S as per IS-3989 Each 8.00 244.10 1953.00

b) 17.56.2 75mm
17.56.2.2 Sand Cast iron S&S as per IS-3989 Each 8.00 221.95 1776.00

18 17.57 Providing and fixing collars

a) 17.57.1 100mm

Page 179
 17.57.1.2 Sand Cast iron S&S as per IS-3989 Each 71 238.25 17018.00

b) 17.57.2 75mm
17.57.2.2 Sand Cast iron S&S as per IS-3989 Each 64 169.25 10880.00

19 17.58 Providing lead caulked joints to sand cast iron/centrifugally cast

(spun) iron pipes & fittings of dia

a) 17.58.1 a) 100mm Each 155 207.85 32187.00

b) 17.58.2 b) 75mm Each 141 176.50 24811.00
20 17.60 Providing and fixing trap of self cleaning design with screwed down
or hinged grating with or without vent arm complete, including cost
of cutting and making good the walls and floors.
a) 17.60.2 a) 100mm inlet and 75mm outlet
17.60.2.1 Sand Cast iron S&S as per IS-3989 Each 35.00 838.85 29360.00
21 17.61 Cutting chases in brick masonry walls for following diameter sand
cast iron/centrifugally cast (spun) iron pipes and making good the
same with cement concrete 1:3:6 (1 cement: 3 coarse sand: 6
graded stone aggregate 12.5mm nominal size) including necessary
plaster and painting in cement mortar 1:4 (1 cement: 4 coarse
sand).

a) 17.61.1 a) 100mm dia Mtr. 16.00 252.10 4034.00

b) 17.61.2 b) 75mm dia Mtr. 16.00 180.40 2886.00
22 17.65 Painting sand cast iron/centrifugally cast (spun) iron soil, waste vent
pipes and fittings with paint of any colour such as chocolate grey or
buff etc. over a coat of primer (of approved quality) for new work.

a) 17.65.1 a) 100mm dia meter pipe Mtr 100.00 28.75 2875.00

b) 17.65.2 b) 75mm dia meter pipe Mtr 90.00 22.00 1980.00

TOTAL FOR SCHEDULE ITEMS(SOIL WASTE VENT PIPES & FITTINGS) 323621.60

Page 180
C) WATER SUPPLY
SCHEDULE ITEMS
23 18.1 Providing & fixing Polyethene Aluminim Polyethene ( PE-AL-PE)
composite pressure pipes conforming to IS-15450 U.V. stabilized
with carbon black having thermal stability for hot & cold water
supply, capable to withstand temperature upto 80 deg. C including
all special fittings of composite material (engineering plastic blend
and brass inserts wherever required) i.e. elbows, tees, reducers,
couplers & connectors etc. with clamps at 1.00 metre spacing. This
includestesting of joints complete as per direction of Engineer-in-
charge.

Internal work -Exposed on wall

18.1.3 2025(16mm OD )pipe Mtr 15 277.95 4169.25

18.1.4 2532(16mm OD )pipe Mtr 15 362.85 5442.75

18.1.5 3240(16mm OD )pipe Mtr 15 559.65 8394.75

18.1.6 4050 (16mm OD )pipe Mtr 15 597.40 8961.00
24 18.2 Providing & fixing Polyethene Aluminim Polyethene ( PE-AL-PE)
composite pressure pipes conforming to IS-15450 U.V. stabilized
with carbon black having thermal stability for hot & cold water
supply, capable to withstand temperature upto 80 deg. C including
all special fittings of composite material (engineering plastic blend
and brass inserts wherever required) i.e. elbows, tees, reducers,
couplers & connectors etc. with clamps at 1.00 metre spacing. This
includes the costs of cutting chases and including testing of joints
complete as per direction of Engineer-in-charge.

Page 181
 Concealed installation including cutting chases and making
good the walls etc. complete
18.2.1 1216 ( 16mm OD) pipe Mtr 80 297.95 23836.00
18.2.2 1620 ( 20mm OD) pipe Mtr 80 340.60 27248.00
25 18.3 Providing & fixing Polyethene Aluminim Polyethene ( PE-AL-PE)
composite pressure pipes conforming to IS-15450-2004 U.V.
stabilized with carbon black having thermal stability for hot & cold
water supply, capable to withstand temperature upto 80 deg. C
including all special fittings of composite material (engineering
plastic blend and brass inserts wherever required) i.e. elbows, tees,
reducers, couplers & connectors etc. with trenching,refilling and
testing of joints complete as per direction of Engineer-in-charge.

External work
18.3.5 3240 ( 32mm OD) Pipe Mtr 15 521.00 7815.00
18.3.6 4050 (50 MM OD) Pipe Mtr 20 558.75 11175.00
26 18.13 Making connection of GI distribution branch with GI main of
following sizes by providing & fixing tee, including cutting and
threading the pipe etc. complete.
18.13.2 50-80 mm nominal bore Each 1 630.15 630.15

27 18.17 Providing and fixing gun metal gate valve with CI wheel of approved
quality (screwed end).
18.17.1 25mm nominal bore Each 6 372.95 2237.70
18.17.2 32mm nominal bore Each 2 450.90 901.80

18.17.3 40mm nominal bore Each 2 546.05 1092.10

18.17.4 50mm nominal bore Each 2 780.60 1561.20

28 18.18 Providing and fixing ball valve (brass) of approved quallity. High or
low pressure, with plastic floats complete.

18.18.1 15mm nominal bore Each 4 258.05 1032.20

Page 182
29 18.19 Providing and fixing gun metal non-return valve of approved quality
(screwed end).
18.19.1 25mm nominal bore

18.19.1.1 Horizontal Each 1 383.45 383.45

18.19.2 32mm nominal bore

18.19.2.1 Horizontal Each 1 490.25 490.25

18.19.3 40mm nominal bore

18.19.2.2 Horizontal Each 1 620.25 620.25

18.19.4 50mm nominal bore
18.19.2.3 Horizontal Each 2 936.35 1872.70
30 18.22 Providing and fixing C.P brass Shower rose with 15 or 20 mm inlet

18.22.1 100 mm diameter Each 10 58.15 581.50

31 18.27 Providing & laying S&S centrifugally cast (spun) iron pipes (Class
LA) confirming to IS-1536

18.27.3 100mm dia pipe Mtrs 60.00 1476.70 88602.00

32 18.49 Providing & fixing CP brass bib cock of approved quality conforming
IS 8931:
18.49.1 15mm nominal bore Each 31.00 397.50 12323.00

33 18.52 Providing and fixing CP brass stop cock (concealed) of standard

design and approved make confirming to IS: 8931.

a) 18.52.1 15mm nominal bore Each 31.00 426.55 13223.00

34 18.53 Providing and fixing C.P. brass angle valve for basin mixer and
geyser points of approved make conforming to IS 8931

15mm nominal bore Each 17.00 449.35 7638.95

Page 183
 TOTAL FOR SCHEDULE ITEMS (WATER SUPPLY) 230232.00

NON-SCHEDULE ITEMS :(WATER SUPPLY)

35 NS Providing and fixing CI cover with frame for RCC UGT / OHT

a) a) 560 mm dia internal dia DI cover with frame (Heavy duty total Each 2.00 3448.28 6896.55
weight of the cover not less than 60 Kg)

36 NS Providing and fixing monoblock centrifugal pumping set with gun Each 2.00 24137.93 48275.86
metal impeller with totally enclosed fan colled squirrel cage induction
motor capable of discharging 50 LPM against 35m head complete
with flow and pressure dial guage, base plate priming arrangement,
with wiring, panel & equipments for water level controller to start /
stop the pump automatically with protection for dry run etc. complete
in all respects.

37 NS Supplying instalation testing and commisioning of RO/Water Cooler

a) Water Cooler Each 1.00 21724.14 21724.14

b) RO Each 1.00 19396.55 19396.55

38 NS Providing and placing on terrace (at all floor levels) polyethylene Litre 5000 9.655172414 48275.86207
water storage tank IS:12701 marked with cover & suitable locking
arrangement and making necessary holes for inlet, outlet &
overflow pipes but without fittings and the base support for tank.

39 NS Supplying instalation testing and commisioning of 35 ltr Litre 5 13793.10 68965.51724

Geysers.(Usha/Recold/Inhalsa/bajaj)

TOTAL FOR NON-SCHEDULE ITEMS :(WATER SUPPLY) 213534.48

Page 184
 D) SEWERAGE (INTERNAL):

40 19.1 Providing, laying & jointing glazed stoneware pipes grade 'A' with
stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1
fine sand) including testing of joints etc. complete

a) 19.1.1 100 mm diameter Mtr 20.00 150.10 3002.00

41 19.2 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse

sand : 10 graded stone aggregate 40mm nominal size) alround SW
pipes including bed concrete as per standard design.

a) 19.2.1 100 mm dia RCC pipe Mtr 20.00 496.90 9938.00

42 19.3 Providing and laying cement concrete 1:5:10 ( 1 cement: 5 coarse

sand : 10 graded stone aggregate 40mm nominal size) upto
haunches of SW pipes including bed concrete as per standard
design.
19.3.2 150mm diameter SW pipe Mtr 20.00 382.75 7655.00
43 19.4 Providing and fixing square - mouth SW gully trap grade 'A'
complete with CI grating brick masonry chamber with water tight CI
Cover with frame of 300x300mm size (inside) the weight of cover to
be not less than 4.50 Kg. and frame to be not less than 2.70 Kg as
per standard design.
a) 19.4.1 100x100mm size 'P' type
19.4.1.1 With FPS bricks class designation 75. Each 10.00 1256.35 12564.00
44 19.6 Providing and laying non-pressure NP2 class (light duty) RCC pipes
with collars jointed with stiff mixture of cement mortar in the
proportion of 1:2 (1 cement : 2 fine sand) including testing of the
joints etc. complete.
a) 19.6.2 150 mm dia RCC pipe Mtr 100.00 254.50 25450.00

Page 185
45 19.7 Constructing brick masonary manhole in cement mortar 1:4 (1
cement: 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement: 2
coarse sand: 4 graded stone aggregate 20 mm nominal size),
fondation concrete 1:4:8 (1 cement: 4 coarse sand: 8 graded stone
aggregate 40 mm nominal size) inside plastering 12 mm thick with
cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating
coat of neat cement and making channels in cement concrete 1:2:4
( 1 cement: 2 coarse sand: 4 graded stone aggregated 20 mm
nominal size) finished with a floating coat of neat cement complete
as per standard design.

a) 19.7.1 Inside size 90 x 80 cm and 60 cm deep including CI cover with

frame (light duty ) 455 x 610 mm internal dimensions total weight of
cover and frame to be not less than 38 kg) (weight of the cover 23
kg and weight of frame 15 kg).

19.7.1.1 With FPS bricks with class designation 75 Each 10.00 7132.00 71320.00
46 19.16 Providing orange colour safety foot rest of minimum 6 mm thick Each 50.00 256.75 12838.00
plastic encapsulated as per IS:10910 on 12mm dia steel bar
comforming to IS:1786 having minimum cross section as 23mm x
25mm and over all minimum length 263 mm and width as 165mm
with minimum 112mm space between protruded legs having 2mm
tread on top surface by ribbing or chequiring besides necessary &
adequate anchoring projections on tail length on 138mm as per
standard drawing and suitabbe to with stend the bend test and
chemical resistance test as per specifications and having
manufacture's permanent identification mark to be visible even
after fixing, including fixing in manholes with 30x20x15cm cement
concrete block 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone
aggregate 20mm nominal size) complete as per design.

TOTAL FOR SCHEDULE ITEMS 142767.00

Page 186
 E) EARTH WORK( INTERNAL PLUMBING WORK)

SCHEDULE ITEMS
47 2.6 Earth work in excation over areas (exceeding 30cm in depth, 1.5 in
width as well as 10 sq.mt in plan) including disposal of excavated
earth lead upto 50m and lift upto 1.5 m disposed earth to be
levelled and neatly dressed.
a) 2.6.1 All kind of soil Cum 120.00 129.35 15522.00
48 2.10 Excavating trenches of required width for pipes, cables, etc.
including excavation for sockets and refessing of sides, ramming of
bottom depth upto 1.5m including getting out the excavated soil, and
then returning the soil as required in layers not exceeding 20mm in
depth including consolidating earth deposited layer by ramming,
watering etc. and disposing of surplus excavated soil as directed
within a lead of 50m.

a) 2.10.1 All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm Mtr 50.00 165.60 8280.00
dia
49 2.25 Filling available excavted earth (excluding rock) in trenches, plinth cum 67.00 83.80 5615.00
sides of foundations etc. in layet not exceeding 20 cm in depth
consolidation earth deposited layer by ramming and watering lead
upto 50m and lift upto 1.5m.
TOTAL FOR EARTH WORK 29417.00

Page 187
 NATIONAL BUILDINGS CONSTRUCTION CORPORATION LIMITED
COUNSULTANCY DIVISION
NAME OF PROJECT :CONSTRUCTION WORK OF NEILET, AGARTALA
NAME OF WORK : PROVIDING INTERNAL ELECTRICAL INSTALLATIONS IN BOYS HOSTEL AT NEILET, AGARTALA

S.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
(A): SCHEDULE ITEMS
1 1.10 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper
conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular
plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core
cable etc as required.
a) 1.10.3 Group C Point 299 664.00 198536.00
2 1.11 Wiring for twin control light point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in Point 8 710.00 5680.00
surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and
earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required.

3 1.12 Wiring for light/power plug with 2x4 Sq.mm FR PVC insulated, copper conductor, single core cable in Metre 2520 162.00 408240.00
surface/recessed PVC conduit alongwith 1 No. 4 Sq.mm FR PVC insulated copper conductor single core
cable for loop earthing as required.
4 1.13 Wiring for light/power plug with 4x4 Sq.mm FR PVC insulated, copper conductor, single core cable in Metre 1080 268.00 289440.00
surface/recessed PVC conduit alongwith 2 Nos. 4 Sq.mm FR PVC insulated copper conductor single core
cable for loop earthing as required.
5 1.14 Wiring for circuit/sub main wiring alongwith earth wire with the following sizes of PVC insulated copper
conductor, single core cable in surface/recessed PVC conduit as required.
a) 1.14.1 2x1.5 Sqmm + 1x1.5 Sq.mm (For circuit wiring) Metre 2000 107.00 214000.00
b) 1.14.4 2x6 Sqmm + 1x6 Sq.mm Metre 100 206.00 20600.00
b) 1.14.5 2 X 10 sq. mm + 1 X 10 sq. mm earth wire Metre 200 310.00 62000.00
d) 1.14.9 4x6 Sqmm + 2x6 Sq.mm Metre 200 358.00 71600.00
e) 1.14.11 4x10 Sqmm + 2x10 Sq.mm Metre 200 562.00 112400.00
6 1.18 Supplying and drawing following pair 0.5 sq mm FR PVC insulated annealed copper conductor, unarmored
telephone cable in the existing surface/ recessed steel/ PVC conduit as required.
(a) 1.18.3 4 Pair Metre 100 24.00 2400.00
7 1.21 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess
including cutting the wall and making good the same in case of recessed conduit as required.

a) 1.21.1 20 mm Metre 90 56.50 5085.00

b) 1.21.2 25 mm Metre 30 64.50 1935.00

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S.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
8 1.22 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size
phenolic laminated sheet cover in front including painting etc. as required.
a) 1.22.1 75mm x 75mm x 60mm Each 12 72.00 864.00
9 1.24 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including
connections but excluding modular plate etc. as required.
a) 1.24.3 15/16 amp switch Each 60 109.00 6540.00
b) 1.24.4 3 pin 5/6 amp socket outlet Each 180 96.00 17280.00
c) 1.24.6 Telephone socket outlet Each 8 48.50 388.00
d) 1.24.8 Bell push Each 4 98.50 394.00
10 1.25 Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including Each 58 322.00 18676.00
connections but excluding modular plate etc. as required.
11 1.26 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular Each 15 22.00 330.00
plate as required.
12 1.27 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular
switches in recess etc as required.
a) 1.27.1 1 or 2 Module (75mmX75mm) Each 24 142.00 3408.00
b) 1.27.3 4 Module (125mmX75mm) Each 6 173.00 1038.00
c) 1.27.4 6 Module (200mmX75mm) Each 6 221.00 1326.00
d) 1.27.5 8 Module (125mmX125mm) Each 60 255.00 15300.00
13 1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, Each 30 366.00 10980.00
including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch,
connection etc. as required.
14 1.35 Erection of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS lamps per fitting, Each 149 39.00 5811.00
complete with all accessories including connection etc. as required.
15 1.41 Installation, testing and commissioning of prewired fluorescent fitting/compact fluorescent fitting of all types, Each 48 69.50 3336.00
complete with all accessories and tubes etc. directly on ceiling/wall including connection 1.5 Sqmm FR PVC
insulated, copper conductor, single core cable and earthing etc. as required.
16 1.42 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all Each 28 195.00 5460.00
types, complete with all accessories and tube etc., including supplying and fixing ball and socket
arrangement, 2 no. down rods of 20 mm dia X 1.6 mm thick steel conduit upto 30 cm length, painting and
wiring the down rods and connection with 1.5 sq. mm FR PVC insulated, copper conductor, single core cable
and earthing etc. as required.
17 1.44 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto Each 58 73.50 4263.00
30 cm) with 1.5 sq. mm FR PVC insulated, copper conductor, single core cable etc. as required.
18 1.49 Numbering of ceiling fan/exhaust fan/ fluorescent fittings as required. Each 146 19.50 2847.00
19 1.50 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing,
commissioning etc. as required.
a) 1.50.1 Upto 450 mm sweep Each 12 163.00 1956.00

Page 189
S.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
20 1.51 Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. Each 12 68.50 822.00
21 2.2 Providing and fixing following rating and breaking capacity MCCB in existing cubicle panel board including
drilling holes in cubicle panel, making connections, etc. as required.
a) 2.2.1 100 Amp, 16 KA Each 1 2801.00 2801.00
22 2.3 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on
surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections,
powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
a) 2.3.2 2 + 6 way, Single door Each 2 513.00 1026.00
b) 2.3.4 2 + 12 way, Single door Each 4 696.00 2784.00
23 2.4 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution
board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar,
interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)

a) 2.4.4 4 way (4 + 12), Double door Each 4 1654.00 6616.00

b) 2.4.5 6 way (4 + 18), Double door Each 4 2047.00 8188.00
24 2.5 Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 volts, TPN MCB
distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper
bus bar, common neutral link, earth bar, din bar for mounting MCB's (but without MCB's and incomer ) as
required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.)
a) 2.5.1 4 way (4 + 12), Single door Each 1 2691.00 2691.00
b) 2.5.3 12 way (4 + 36), Single door Each 1 4761.00 4761.00
25 2.10 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for
inductive load of following poles in the existing MCB DB complete with connections, testing and
commissioning etc. as required.
a) 2.10.1 Single pole Each 172 141.00 24252.00
b) 2.10.2 Single pole and neutral Each 6 367.00 2202.00
c) 2.10.5 Triple pole and neutral Each 6 723.00 4338.00
26 2.11 Supplying & fixing single pole blanking plate in the existing MCB DB complete etc. as required. Each 8 5.50 44.00
27 2.13 Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with
connections, testing and commissioning etc. as required.
a) 2.13.1 40 amps Each 1 554.00 554.00
28 2.14 Supplying and fixing of following rating, double pole, (single phase & neutral), 240 Volts, residual current
circuit breaker (RCCB), having a sensitivity current upto 300 mA in the existing MCB DB complete with
connections, testing and commissioning as required.
a) 2.14.1 25 Amps Each 2 1318.00 2636.00
b) 2.14.2 40 Amps. Each 4 1394.00 5576.00

Page 190
S.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
29 2.15 Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit
breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with
connections, testing and commissioning etc. as required.
a) 2.15.1 25 Amps Each 4 1679.00 6716.00
b) 2.15.2 40 Amps. Each 4 1703.00 6812.00
30 5.2 Earthing with GI earth pipe 4.5 m long, 40mm dia including accessories, and providing masonary enclosure Set 2 3385.00 6770.00
with cover plate having locking arrangement and watering pipe etc. with charcoal / coke and salt as required.

31 5.9 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including Metre 5 97.50 488.00
connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping
and with 2 sets of G.I nut bolt & spring washer spaced at 50mm)
32 5.18 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ Metre 19 19.50 371.00
recessed conduit/ submain wiring/ cable as required.
TOTAL FOR SCHEDULE ITEMS 1582561.00
(B) NON-SCHEDULE ITEMS:
33 NS Supplying of light fittings complete with all standard accessories as required.
1x13 W CFL. Fitting Surface mounted as per Decon Product. No 03XA with Lamp or similar specification of
a) Each 58 964.83 55960.00
other approved makes.
2x11 W CFL. Wall Surface mounted as per Bajaj Product. No BSM 211 CFL W2EB with Lamp or similar
b) Each 3 1035.17 3106.00
specification of other approved makes.
c) 1x18 W CFL. Bulk Head Fitting Surface mounted as per LUSTRE Product. No 6217 with Lamp or similar Each 10 1482.76 14828.00
specification of other approved makes.
d) 1x11 W CFL. Wall Surface (Mirror Light) mounted as per LUSTRE Product. No LI-3230 with Lamp or similar Each 2 1633.10 3266.00
specification of other approved makes.
e) 1x25 W CFL. Single Wall Bracket mounted as per Decon Product. No 05ZP with Lamp or similar Each 61 835.17 50946.00
specification of other approved makes.
f) 2x25 W CFL. Double Wall Bracket mounted as per Decon Product. No 29ZP with Lamp or similar Each 14 1670.34 23385.00
specification of other approved makes.
34 NS Supplying of Ding bell fittings complete with all standard accessories Each 4 82.76 331.00
35 NS Supplying of light fittings complete with all standard accessories of the following type as required.

1x28 W Fl. Fitting as per Bajaj Product. No BLPR 128 with lamp or similar specification of other approved
a) Each 14 1108.97 15525.52
makes.
2x36 W Fl. Fitting as per Bajaj Product. No BCIR 236 W2EB with lamp or similar specification of other
b) Each 34 932.41 31702.07
approved makes.

Page 191
S.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
1x36 W Fl. Fitting as per Bajaj Product. No BCIR 136 WEB with lamp or similar specification of other
c) Each 28 639.31 17900.69
approved makes.
Supplying of approved make ceiling fan of double ball bearing of the following sizes with resistance type
36 NS regulator and its all accessories suitable for operation on 230V single phase, 50 Hz, AC supply complete as
required.
a) 1400mm sweep (USHA/GEC/ CROMPTON/ BAJAJ/HAVELLS) Each 58 1406.21 81560.00
Supplying of approved make Wall fan of the following sizes and its all accessories suitable for operation on
37 NS 230V single phase, 50 Hz, AC supply complete as required.
a) 400mm sweep (USHA/GEC/ CROMPTON/ BAJAJ/HAVELLS) Each 1 2081.38 2081.00
Exhaust Fan of the following sizes and its all accessories suitable for operation on 230V single phase, 50 Hz,
38 NS
AC supply complete as required.
a) 300 mm sweep (HAVELLS/CROMPTON/ BAJAJ) Each 7 2026.90 14188.00
b) 380 mm sweep (HAVELLS/CROMPTON/ BAJAJ) Each 5 2433.79 12169.00
39 NS Supplying installation, testing commissioning of telephone tag block or similar specification of other approved
makes. of the following sizes
a) 10 Pair Each 1 623.45 623.00
40 NS Supplying and fixing 40 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive Each 5 1072.41 5362.00
load of 3 poles with connections, testing and commissioning etc. as required.
TOTAL FOR NON-SCHEDULE ITEMS (B) RS. 332933.28

Page 192
 NAME OF THE PROJECT: CONSTN. OF PROPOSED BOYS HOSTEL BLOCK FOR NIELIT AT AGARTALA

SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT (RS.)
NO. (RS.)
HORTICULTURE & LANDSCAPING:
1 23.1 Trenching in ordinary soil up to a depth of 60cm including removal and Cum 50.00 30.90 1545.00
stacking of serviveable materials and then disposing of by spreading and
neatly leveling with in a lead of 50m and making up the trenched area to
proper levels by filling with earth or earth mixed with sludge or/and
manure before and after flooding trench with water (excluding cost of
impored earth, sludge or manure)
2 23.2 Supplying & stackng of good earth at site including royalty and carriage Cum 50.00 260.70 13035.00
up to 1 km (earht measured in stacks will be reduced by 20% for
Payment).
3 23.4 Supplying & stackng at site dump manur from Badli or other approved
source, including carriage upto 1 km (manure measured in stacks will be
reduced by 8% for payment).
a) 23.4.1 Screened through sieve of IS designation 20mm Cum 25.00 138.30 3457.50
4 23.5 Rough dressing the trenched ground including breaking clods. 100 Sqm 5.00 59.85 299.25

5 23.6 Uprooting weeds from the trenched area after 10 to 15 days of its flooding 100 Sqm 5.00 194.05 970.25
with water including disposal of uprooted vegentation
6 23.7 Fine dressing the ground 100 Sqm 5.00 145.90 729.50
7 23.8 Spreading of sludge, dump manure or/and good earth in required Cum 30.00 21.00 630.00
thickness (cost of sludge, dump manure or/and good earth to be paid
separately).
8 23.9 Mixing earth and sludtge or manure in proportion specified or directed Cum 100.00 14.35 1435.00

9 23.10 Grassing with 'Doob' grass including watering and maintenance of the
lawn for 30 days or more till the grass forms a thick lawn free from weeds
and fit for mowing including supplying good earth if needed (the good
earth shall be paid for separately).
a) 23.10.3 In rows 5 cm apart in either direction 100 Sqm 10.00 700.25 7002.50

Page 193
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT (RS.)
NO. (RS.)
10 23.13 Preparation of beds for hedging and shrubbery by excavating Cum 100.00 87.50 8750.00
60cm deep and trenching the excavated base to a further depth
of 30cm,refilling the excavated earth after breaking clods and
mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked
volume of earth after reduction by 20% : one part of stacked
volume of sludge or manure after reduction by 8%), flooding with
water, filling with earth if necessary, watering and finally fine
dressing, leveling etc.including stacking and disposal of materials
declared unserviceable and surplus earth by spreading and
leveling as directed, within a lead of 50m lift up to 1.5 m complete
(cost of sludge, manure or extra earth to be paid for separately).
11 23.16 Providing and fixing M S flat iron tree guard 60cm dia. And 2m height Each 20.00 2580.60 51612.00
above ground level formed of 4 nos. 25x6mm and 8 nos 25x3mm vertical
M.S. flats rivetted to 3 nos. 25x6mm M S flat iron rings in two halves,
bolted together with 8mm dia. And 30mm long bolts including painting
two coats with paint of approved brand and manufacture over a coat of
priming, complete in all respect.
12 23.19 Edging with bricks laid dry length wise including excavation, refilling,
consolidating with had packing and spreading neartly suruplus earth withi
a lead of 50m
a) 23.19.1 75 class designation
(i) 23.19.1.1 F P S Brick metre 300.00 23.55 7065.00
TOTAL FOR SCHEDULED ITEMS 96531.00
NON-SCHEDULED ITEMS
13 NS Supply / planting the sapling of trees shaddy, flowering and fruits of Each 20.00 379.31 7586.21
height upto 600 mm i/c all excavation in dia 1 meter and depth 1.5meter
with good earth/manure in required proportion making Thaola etc and
watering complete ( The cost of good earth and manure will be paid
saperately ) Types of trees/sapling should be Cycus palm,Fycus (black),
aero coria, Red salsa, Dry cina nohtane , Fycus Rizonald etc as per the
Engineer-In-charge.
14 NS Supply and planting Goldern Durrente complete in all respect as per the Each 20.00 11.72 234.48
instruction of Engineer-In-charge.
TOTAL OF NON-SCHEDULE ITEMS 7820.69

Page 194
 NATIONAL BUILDINGS CONSTRUCTION CORPORATION LIMITED

"CONSULTANCY DIVISION"
NAME OF THE PROJECT: CONSTRUCTION. OF PROPOSED TYPE I & III QUARTER FOR NIELIT AT AGARTALA,TRIPURA

GENERAL ABSTRACT OF COST

S.NO. DESCRIPTION AMOUNT AS PER DSR AS PER MARKET
2012 (RS.) RATE (RS.)

1.0 CIVIL WORK MAIN BUILDING 3732797.30 424339.76

2.0 INTERNAL & EXTERNAL PLUMBING WORKS 337249.30 115862.07

3.0 INTERNAL ELECTRICAL WORK, 370269.50 70950.66

TOTAL 4440316.10 611152.48

Page 195
NAME OF THE PROJECT: CONSTRUCTION. OF PROPOSED TYPE I & III QUARTER FOR NIELIT AT AGARTALA,TRIPURA
ABSTRACT OF COST
SL.NO. DESCRIPTION AMOUNT BASED ON
DSR-2012 (RS.) NON SCHEDULED
MARKET RATE
1 CARRIAGE OF MATERIAL 2649.20
2 EARTH WORK 302963.50
3 CONCRETE WORK 197997.25
4 RCC WORK 1680153.50
5 BRICK WORK 3798.00 379815.62
6 MARBLE WORK 46879.00
7 WOOD WORK 342452.05
8 STEEL WORK 196447.50
9 FLOORING WORK 299533.50 44524.14
10 ROOFING WORK 27925.05
11 FINISHING WORK 432096.50
12 WATER PROOFING WORK 199902.25
(A) 3732797.30 424339.76 (B)

Page 196
 NAME OF THE PROJECT: CONSTRUCTION. OF PROPOSED TYPE I & III QUARTER FOR NIELIT AT AGARTALA,TRIPURA

CIVIL WORKS
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
CARRIAGE OF MATERIALS
1 1.1. By mechnical transport including loading, unloading & stacking

1.1.1 Lime,moorum,Building rubbish

a) 1 KM Cum 40.00 66.23 2649.20

TOTAL CARRIED OVER TO SUMMARY 2649.20

EARTH WORK:
2 2.6 Earth work in excavation by mechanical means (Hydraulic
excavator/manual means over areas (exceeding 30cm in depth , 1.5m in
width as well as 10 sqm on plan) including disposal of excavated
earth,lead upto 50m and lift upto 1.5m disposed earth to be levelled and
neatly dressed.
a) 2.6.1 All kinds of soil. cum 110.00 129.35 14228.50
3 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides cum 610.00 83.80 51118.00
of foundations etc. in layers not exceeding 20cm in depth, consolidating
each deposited layer by ramming and watering lead upto 50 mtrs. and lift
upto 1.5 mtr.
4 2.27 Supplying and filling in plinth with local sand under floors including Cum 100.00 749.30 74930.00
watering, ramming consolidating and dressing complete.

5 2.34 Supplying chemical emulsion in sealed containers including delivery as

specified.
a) 2.34.1 Chlorpyriphos/Lindane Emulsifiable concentrate of 20%. Ltr. 60.00 185.95 11157.00

Page 197
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
6 2.35 Diluting and injecting chemical chemical emulsion for POST
CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical
emulsion)
a) 2.35.3 Treatment of soil under existing floors using chemical emulsion @ one ltr.
Per hol, 300mm apart including drilling 12mm diameter holes and plugging
with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing
floor.
i) 2.35.3.1 With Chlorpyriphos /Lindane E C. 20% with 1% concentration. Sqm 240.00 88.25 21180.00

7 16.3 Supplying and stacking at site:

a) 16.3.9 Good earth Cum 500.00 260.70 130350.00
TOTAL CARRIED OVER TO SUMMARY 302963.50
CONCRETE WORK:
8 4.1 Providing and laying in position cement concrete of specified grade
excluding the cost of centring and shuttering - All work upto plinth level:

a) 4.1.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm cum 5.00 4514.05 22570.25
nominal size)
b) 4.1.6 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm cum 22.00 3888.20 85540.40
nominal size)
c) 4.1.8 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm cum 10.00 3593.30 35933.00
nominal size)
9 4.2 Providing and laying cement concrete in retaining walls, return walls, walls
(any thickness) including attached pilasters, columns, piers, abutments,
pillars, posts, struts, buttresses, string or lacing coarses, parapets, coping,
bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five
level, excluding the cost of centering, shuttering and finishing:

a) 4.2.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm cum 2.00 4782.35 9564.70
nominal size)

Page 198
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
10 4.11 Providing and laying damp-proof coarse 50mm thick cement concrete 1:2:4 Sqm 40.00 254.70 10188.00
(1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal
size)
11 4.12 Extra for providing and mixing water proofing material 'Impermo' or per 50 kg. 264.00 35.35 9332.40
equivalent in cement concrete work @ 1 kg. Per 50 Kg. of cement. cement
12 4.13 Applying a coat of residual petroleum bitumen of penetration 80/100 of Sqm 40.00 96.65 3866.00
approved quality using 1.7 kg. Per Sqm on damp proof course after
cleaning the surface with brushes and finally with a piece of cloth lightly
soaked in Kerosene oil.
13 4.17 Making Plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : Sqm 62.00 338.75 21002.50
3 Coarse sand :6 graded stone aggregate 20mm nominal size) over 75 mm
bed of dry bricks ballast 40mm nominal size well rammed and consolidated
and grouted with fine sand including finishing the top smooth.

TOTAL CARRIED OVER TO SUMMARY 197997.25

RCC WORK:
14 5.9 Centring and shuttering including strutting, propping etc. and removal of
form for:
a) 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 175.00 166.90 29207.50
b) 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and sqm 20.00 285.15 5703.00
string courses etc.
c) 5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 230.00 311.20 71576.00
d) 5.9.4 Shelves (Cast in situ) sqm 50.00 311.20 15560.00
e) 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 240.00 262.25 62940.00
f) 5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts sqm 100.00 365.60 36560.00
g) 5.9.7 Stairs, (excluding landings) except spiral-staircases. sqm 45.00 326.30 14683.50

h 5.9.13 Vertical and horizontal fins individually or forming box louvers band, facias sqm 50.00 470.10 23505.00
and eaves boards

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NO.
i) 5.9.15 Small lintels not exceeding 1.5m clear span, moulding as in cornices, sqm 50.00 166.90 8345.00
window sills, string courses, bands, copings, bed plates, anchor blocks
and the like.
j) 5.9.16 Edges of slabs and breaks in floors and walls
k 5.9.16.1 Under 20 cms wide Mtr. 45.00 99.45 4475.25
l) 5.9.18 Small surfaces such as cantilever ends, brackets and ends of steps, caps sqm 40.00 398.35 15934.00
m 5.9.19 and basesshade,
Weather to pilasters and
chajjas, columns
corbels etc.and the likeedges.
including sqm 50.00 411.10 20555.00
15 5.18 Providing precast cement concrete Jali 1:2:4 (1 cement: 2 coarse sand: 4
stone aggregate 6mm nominal size) reinforced with 1.6mm dia mild steel
wire including centring & shuttering roughening cleaning, fixing and
finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete
excluding plastering of the jambs, sills and soffits.

a) 5.18.1 50mm thick Sqm 20.00 598.15 11963.00

16 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete
a) 5.22.6 Thermo-Mechanically Treated bars Kg. 4200.00 62.25 261450.00

17 5.22 A Reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete
a) 5.22A.6 Thermo-Mechanically Treated bars Kg. 8928.00 62.25 555768.00

18 5.33 Providing and laying in position machine batched, machine mixed and
machine vibrated design mix cement concrete of specified grade for
reinforced cement concrete work including pumping of concrete to site of
laying but excluding the cost of centring, shuttering, finishing and
reinforcement-including admixture in recommended proportions as per
IS:9103 to accelerate, retard setting of concretre, improve workability
without impairing strength and durability as per direction of Engineer-in-
charge.
Note-cement content considered in this item is @330kg/cum. Excess/less
cement used as per design mix is payable /recoverable separately ).

a) 5.33.1 All works upto plinth level Cum 35.00 5242.15 183475.25

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SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
b) 5.33.2 All works above plinth level upto floor five level Cum 62.00 5781.50 358453.00

TOTAL CARRIED OVER TO SUMMARY 1680153.50

19 6.15 Extra for providing and placing in position 2 Nos. 6 mm dia MS bars at Sqm 60.00 63.30 3798.00
every third course of half brick masonry (with FPS bricks)

TOTAL CARRIED OVER TO SUMMARY 3798.00

NON-SCHEDULE ITEM:

20 NS Brick work with FPS bricks of class designation 100 in foundation & plinth
in:
a) Cement mortar 1:6 (1 cement: 6 coarse sand) Cum 25.00 3964.2 99105.00

21 NS Brick work with F.P.S. bricks of class designation 100 in superstructure

above plinth level up to floor V level in all shapes and sizes in:
a) Cement mortar 1:6 (1 cement: 6 coarse sand) Cum 60.00 4160.34483 249620.69
22 N.S 125mm brick masonry with FPS bricks of class designation 100 in
supersructure above plinth in level upto floor V level
a) Cement mortar 1:4 (1 cement: 4 coarse sand) Sqm 60.00 518.17 31089.93

TOTAL CARRIED OVER TO SUMMARY 379815.62

MARBLE WORK:
23 8.2 Providing and fixing 18mm thick gang saw cut mirror (polished
premoulded and prepolished) machine cut for kitchen platforms, vanity
counters, window sills, facias and similar locations of required size of
approved shade, colour and texture laid over 20mm thick base cement
mortar 1:4 (1 cement: 4 coarse sand) with joints treated with white cement,
mixed with matching pigment,epoxy touch ups, including rubbing curing,
moudling and polishing to edge to give high gloss finish etc. complete at
all levels.
a) 8.2.1 White marble - Raj Nagar plain /udaipur green marble /zebra black marble

i) 8.2.1.2 Area of slab over 0.50 Sqm Sqm 10.00 1980.80 19808.00

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SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
b) 8.2.2 Granite of any colour and shade
i) 8.2.2.2 Area of slab over 0.50 Sqm Sqm 7.00 3083.40 21583.80
24 8.3 Extra for providing edge moulding to 18mm thick marble stone counters,
Vanities etc. Including machine polishing to edge to give high gloss finish
etc. Complete as per design approved by Engineer-in-Charge.

a) 8.3.1 Marble work. Mtr. 20.00 105.70 2114.00

25 8.5 Extra for providing opening of required size & shape for wash basins / Each 12.00 281.10 3373.20
kitchen sink in kitchen platfrom, vanity counters and similar location in
marble / Granite / stone work including necessary holes for pillar taps etc.
Including rubbing and polishing necessary etc. complete.
TOTAL CARRIED OVER TO SUMMARY 46879.00
WOOD WORK:
26 9.20 Providing and fixing ISI marked flush door shutters conforming to IS:2202 .
(Part-I) decorative type, core of block board construction with frame of 1st
class hard wood and well matched commercial 3 ply veneering with
vertical grains or cross bands and face veneers on both faces of shutters.

a) 9.20.1 35 mm thick including ISI marked stainless steel butt hinges with Sqm 45.00 2159.05 97157.25
necessary screws.
27 9.20.3 25mm thick ( for cupboard) including ISI marked nickel plated bright Sqm 20.00 1789.45 35789.00
finished M.S. piano hinges IS :3818 marked with necessary screws
28 9.27 Providing and fixing 35mm thick wire gauze shutters using galvanised MS
wire gauze of average width of aperture 1.4mm with wire of dia, 0.63mm
for doors, windows and clerestory windows including ISI marked bright
finished or/and black enamelled MS butt hinges with necessary screws.

a) 9.27.1 35 mm thick shutters

i) 9.27.1.2 With ISI marked stainless steel butt hinges of required size
9.27.1.2. Second class teak wood.
1 Sqm 45.00 2737.90 123205.50

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SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
29 9.48 Providing and fixing MS grills of required pattern in frames of windows etc.
with MS flats, square or round bars etc. all complete
a) 9.48.2 Fixed to opening /wooden frames Kg. 330.00 98.20 32406.00

30 9.96 Providing and fixing aluminium sliding door bolts ISI marked anodised
(anodic coating not less than grade AC 10 as per IS: 1868) transparent or
dyed to required colour or shade with nuts and screws etc. complete:

a) 9.96.1 300 x 16 mm Each 8.00 203.80 1630.40

b) 9.96.2 250 x 16 mm Each 30.00 168.95 5068.50
31 9.97 Providing and fixing aluminium tower bolt ISI marked anodised (anodic
coating not less than grade AC 10 as per IS :1868) transparent or dyed to
required colour or shade with necessary screws etc. complete:

a) 9.97.1 300x10 mm Each 36.00 100.40 3614.40

b) 9.97.2 250x10 mm Each 36.00 86.45 3112.20

c) 9.97.4 150x10 mm Each 20.00 59.00 1180.00

32 9.83 Providing & fixing IS:3564 marked aluminium Die cast body tubular type Each 28.00 610.60 17096.80
universal hydraulic door closer with necessary accessories and screws
etc. complete
33 9.100 Providing and fixing aluminium handles ISI marked anodised (anodic
coating not less than grade AC 10 as per IS:1868) transparent or dyed to
required colour or shade with necessary screws etc. complete:

a) 9.100.1 125 mm Each 36.00 62.50 2250.00

b) 9.100.2 100 mm Each 20.00 49.55 991.00
34 9.101 Providing and fixing aluminium hanging floor door stopper ISI marked
anodised (anodic coating not less than grade AC 10 as per IS :1868)
transparent or dyed to required colour or shade with necessary screws etc.
complete:
a) 9.101.2 Twin rubber stopper Each 28.00 71.55 2003.40

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SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
35 9.103 Providing & fixing bright finished brass 100 mm mortice latch & lock ISI Each 24.00 706.15 16947.60
marked with 6 levers and a pair of anodised(anodic coating not less than
grade AC 10 as per IS :1868) aluminium lever handles with necessary
screws etc. complete (Best make of approved quality)
TOTAL CARRIED OVER TO SUMMARY 342452.05
STEEL WORK
36 10.5 Providing and fixing 1mm thick MS sheet door with frame of 40x40x6mm
angle iron and 3mm MS gusset plates at the junctions and corners, all
a) 10.5.1 necessary
Using fittings40x40x6mm
MS angle complete, including applying
for diagonal a primer coat of approved
braces. Sqm 2.10 2551.45 5358.05
37 10.11 Providing & fixing factory made ISI marked steel glazed doors, windows Kg. 283.00 96.30 27252.90
and ventilators side/top/central hung with beading and all members such
as K11B and K12B etc. complete of standard rolled steel sections, joints
mitred and flash butt welded and sash bars tenoned and riveted with
15x3mm lugs, 10cm long, embedded in cement concrete blocks
15x10x10cm of 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate
20mm nominal size) or with wooden plugs and screws or rawl plugs and
screws or with fixing clips or with bolts and nuts as required, including
providing and fixing of hinges, pivots, float glass panes with glazing clips
and special metal sash putty of approved make and a priming coat of
approved steel primer, excluding the cost of metal beading and other
fittings except necessary hinges or pivots complete as per approved
design.
38 10.13 Providing & fixing T-iron frames for doors, windows & ventilators of mild Kg. 285.00 73.30 20890.50
steel T-sections, joints mitred and welded with 15x3 mm lugs, 10 cm long,
embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement: 3
coarse sand: 6 graded stone aggr. 20 mm nominal size) or with wooden
plugs & screws or rawl plugs and screws or with dash fasteners or with
fixing clips or with bolts and nuts as required, including fixing of necessary
butt hinges & screws and applying a priming coat of approved steel primer.

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SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
39 10.14 Providing and fixing pressed steel door frames conforming to IS:4351
manufactured from commercial mild steel sheet of 1.25 mm thickness
including hinges, jamb, lock jamb, bead and if required angle threshold of
mild steel angle of section 50x 25 mm, or base ties of 1.25 mm pressed
mild steel welded or rigidly fixed together by mechanical means, adjustable
lugs with split end tail to each jamb including steel butt hinges 2.5 mm
thick with mortar guards, lock strike-plate and shock absorbers as
specified and applying a coat of approved steel primer after pre-treatment
of the surface as directed by the Engineer-in-charge.

a) 10.14.1 Profile B
i) 10.14.1.1 Fixing with adjustable lugs with split end tail to each jamb Mtr 50.00 346.75 17337.50
b) 10.14.2 Profile C
a) 10.14.2.2 Fixing with adjustable lugs with split end tail to each jamb Mtr 95.00 370.00 35150.00
40 10.25 Steel work welded in built up sections/framed work including cutting
hoisting, fixing in position and applying a priming coat of approved steel
primer using structural steel etc. as required
a) 10.25.2 In gratings, frames, guard bar, ladders, railings, brackets, gates & similar Kg. 150.00 77.90 11685.00
works
41 10.18 Providing and fixing circular/hexagonal cast iron or MS sheet box for Each 20.00 117.45 2349.00
ceiling fan clamp of internal dia 140mm, 73mm height, top lid of 1.5mm
thick M.S. sheet with its top surface hacked for proper bonding, top lid
shall be screwed into the cast iron/ MS box by means of 3.3mm dia round
headed screws, one lock at the corners. Clamps shall be made of 12mm
dia M.S. bar bent to shape as per standard drawing.
a) 10.26 Providing and fixing hand rail of approved size by welding etc. to steel
ladder railing, balcony railing & staircase railing including applying a
priming coat of approved steel primer.
i) 10.26.1 MS tube Kg. 300.00 86.45 25935.00
42 10.30 Providing and fixing glass panes with putty and glazing clips in steel doors
, windows, celerestory windows, all complete with.
a) 10.3.2 5.5 mm thick glass sqm 27.00 836.65 22589.55

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SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
43 10.28 Providing and fixing stainless steel ( grade 304 )railing made of Hollow
tubes , channels , plates etc , including welding grinding , buffing
,polishing and making curvature ( wherever required ) and fitting the
same with necessary stainless steel nuts and bolts complete ,I/c fixing
the railing with necessary accessories &stainless steel dash fasteners
,stainless steels bolts etc ,of required size ,on the top of the floor or
the side of waist slab with suitable arrangment as per approval of
Engineers -in-charge, ( for payment purpose only weight of stainless
steel members shall be considered excluding fixing accesories such as
nuts ,bolts, fasteners etc
Kg 50.00 558.00 27900.00
TOTAL CARRIED OVER TO SUMMARY 196447.50
FLOORING WORK
44 11.4 52 mm thick cement concrete flooring with concrete hardener topping Sqm 25.00 420.50 10512.50
under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand:
4 graded stone aggregate 20 nominal size) and top layer 12 mm thick
cement hardener consisting of mix 1:2 (1 cement hardener mix: 2 stone
aggregate 6 mm nominal size) by volume hardening compound is mixed @
2 Ltrs per 50 kg. of cement or as per manufacturer specifications. This
includes cost of cement slurry, but excluding the cost of nosing of steps
etc. complete
45 11.6 Cement plaster skirting (upto 30 cm height) with cement mortar 1:3 (1
cement: 3 coarse sand) finished with a floating coat of neat cement.

a) 11.6.1 18 mm thick Sqm. 25.00 258.20 6455.00

46 11.13 Providing & fixing glass strips in joints of terrazo/cement concrete floors.

a) 11.13.1 40 mm wide and 4 mm thick Mtr. 10.00 29.40 294.00

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SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
47 11.16 Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12
mm laid in floors, and landings, jointed with neat cement slurry mixed with
pigment to match the shade of the tiles including rubbing and polishing
complete with precast tiles on 20 mm thick bed of cement mortar 1:4 (1
cewment: 4 coarse sand)
a) 11.16.1 Light shade using white cement Sqm 60.00 769.35 46161.00

48 11.26 Kota stone slab flooring over 20 mm (average) thick base laid over and
jointed with grey cement slurry mixed with pigment to match the shade of
the slab including rubbing and polishing complete with base of cement
mortar 1:4 (1 cement: 4 coarse sand)

a) 11.26.1 25 mm thick Sqm 50.00 945.70 47285.00

49 11.27 Kota stone slab 25 mm thick in risers of steps, skirting dado and pillars Sqm 40.00 954.10 38164.00
laid on 12 mm(average) thick cement mortar 1:3 (1 cement : 3 coarse
sand) & jointed with grey cement slurry mixed with pigment to match the
shade of the slabs including rubbing and polishing complete.

50 11.36 Providing & fixing Ist quality ceramic glazed wall tiles conforming to Sqm 50.00 724.25 36212.50
IS:15622 (thickness to be specified by the manufacturer) of approved
make in all colours, shades except Burgundy, bottle green, black of any
size as approved by Engineer-in-charge in skirting, risers of steps & dados
over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and
jointing with grey cement slurry @3.3 Kg per sqm including pointing in
white cement mixed with pigment of matching shade complete.

51 11.38 Providing & laying ceramics glazed floor tiles 300x300mm or more Sqm 130.00 772.90 100477.00
(thickness to be specified by the manufacturer) of Ist quality conforming to
IS:15622 of approved make in colours White, Ivory, Grey, Fume, Red
Brown, laid on 20 mm thick cement mortar 1:4 (1 cement :4 coarse sand)
including grouting the joints with white cement and matching pigments etc.
complete.

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NO.
52 11.39 Providing & laying rectified glazed ceramics floor tiles 300x300mm or more Sqm 15.00 931.50 13972.50
(thickness to be specified by the manufacturer) of Ist quality conforming to
IS:15622 of approved make in colours White, Ivory, Grey, Fume, Red
Brown, laid on 20 mm thick cement mortar 1:4 (1 cement :4 coarse sand)
including grouting the joints with white cement and matching pigments etc.
complete.
TOTAL CARRIED OVER TO SUMMARY 299533.50
NON-SCHEDULE ITEM:
54 NS Providing and laying pioneer tiles including all accessories of approved Sqm 60.00 742.07 44524.14
quality and specification as per drawings and directions of Engineer-In -
Chage .
TOTAL CARRIED OVER TO SUMMARY 44524.14
ROOFING WORK
55 12.21 Providing gola 75x75mm in cement concrete 1:2:4 (1 cement: 2 coarse
sand: 4 stone aggregate 10mm and down gauge) including finishing with
cement mortar 1:3 (1 cement: 3 fine sand) as per standard design:

a) 12.21.1 In 75x75mm deep chase Mtr. 75.00 109.05 8178.75

56 12.22 Making khuras 45x45cm with average minmum thickness of 5cm cement Each 10.00 148.75 1487.50
concrete 1:2:4 (1 cement :2 coarse sand: 4 graded stone aggregate of 20
mm nominal size) over PVC sheet 1m x 1m x 400micron, finished with
12mm cement plaster 1:3 (1cement: 3 coarse sand) and a coat of neat
cement rounding of the edges and making and finishing the outlet
complete.
57 12.38 Providing and fixing MS holder bat clamps of approved design to C.I. or
S.C.I. rain water pipes embedded in and including cement concrete blocks
10 x 10 x 10 cm of 1:2:4 mix (1 cement:2 coarse sand : 4 graded stone
aggregate 20 mm nominal size) and cost of cutting holes and making good
the walls etc.

a) 12.38.2 For 150 mm dia pipe Each 10.00 121.80 1218.00

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SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
58 12.39 Providing lead caulked joints to sand cast iron rain water pipes and fittings:

a) 12.39.2 For 150 mm dia pipe Each 10.00 287.10 2871.00

59 12.40 Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes
conforming to IS:13592 Type A including jointing with seal ring conforming
to IS:5382 leaving to 10mm gap for thermal expansion. (i) Single socketed
pipes:
a) 12.40.1.1 150mm diameter Mtrs 20.00 407.85 8157.00
60 12.42 Providing and fixing on wall face unplasticised- PVC moulded
fittings/accessories for unplasticised-Rigid PVC rain water pipes
conforming to IS:13592 Type A including jointing with seal ring conforming
to IS:5382 leaving to 10mm gap for thermal expansion.
a) 12.42.1 Coupler
i) 12.42.1.2 110mm Each 8.00 130.25 1042.00
b) 12.42.5 Bend 87.5"
i) 12.42.5.2 110mm bend Each 8.00 156.95 1255.60
c) 12.42.6 Shoe (plain)
i) 12.42.6.2 110mm shoe Each 8.00 287.05 2296.40
61 12.43 Providing and fixing unplasticised- PVC pipe clips of approved design to
unplasticised-PVC rain water pipes by means of 50x50x50mm hard wood
plugs, screwed with MS screws of required length including cutting brick
work and fixing in cement mortar 1:4 (1 cement:4 coarse sand) and making
good the walls etc. complete.
a) 12.43.2 110mm Each 8.00 144.60 1156.80
62 12.44 Providing & fixing to the inlet mouth of rain water pipe cast iron grating Each 8.00 32.75 262.00
15cm diameter and weighing not less than 440 gms.
TOTAL CARRIED OVER TO SUMMARY 27925.05

FINISHING:
63 13.4 12mm cement plaster of mix :
a) 13.4.2 1:6 (1 cement : 6 coarse sand ) Sqm 600.00 112.50 67500.00

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SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
64 13.7 12mm cement plaster finished with a floating coat of neat cement of mix :

a) 13.7.1 1:4 (1 cement : 4 fine sand ) Sqm 30.00 107.80 3234.00

65 13.12 18 mm cement plaster in two coats under layer 12mm thick cement plaster Sqm 100.00 123.50 12350.00
1:5 (1 cement : 5 coarse sand) and a top layer 6mm thick cement plaster
1:3 (1 cement: 3 coarse sand) finished rough with sponge.

66 13.5 15mm cement plaster on rough side of single or half brick wall of mix:
a) 13.5.2 1:6 (1 cement : 6 Coarse sand ) Sqm 550.00 130.20 71610.00
67 13.16 6 mm cement plaster to ceiling of mix :
a) 13.16.1 1:3 (1 cement : 3 fine sand ) Sqm. 250.00 101.00 25250.00
68 13.26 Providing and applying plaster of paris putty of 2mm thickness over Sqm. 1400.00 83.80 117320.00
plastered surface to prepare the surface even and smooth complete.
69 13.37 White washing with lime to give an even shade
a) 13.37.1 New work (three or more coats) Sqm. 150.00 11.75 1762.50

70 13.41 Distempering with oil bound washable distemper of approved brand and
manufacture to give an even shade.
a) 13.41.1 New work (two or more coats) over and including priming coat with cement Sqm 300.00 66.70 20010.00
primer
71 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with "Silicone
additives of required shade
a) 13.47.1 New work (two or more coats applied @1.43 ltr/10 sqm over and including Sqm 500.00 80.45 40225.00
base coat of water proofing cement paint applied @2.20kg/10sqm)

72 13.60 Wall painting with plastic emulsion paint of approved brand and
manufacture to give an even shade :
a) 13.60.1 Two or more coats on new work Sqm 500.00 60.25 30125.00

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SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
73 13.45 Finishing walls with textured exterior paint of required shade
a) 13.45.1 New work (two or more coats applied @ 3.28 Ltr/ 10 Sqm) over and Sqm 200.00 117.70 23540.00
including base coat of water proofing cement paint applied @ 2.20 Kg./ 10
Sqm.
74 13.50 Applying priming coat:
a) 13.50.1 With ready mixed pink or grey primer of approved brand and manufacturer sqm 150.00 25.85 3877.50
on wood work ( hard & soft wood)

a) 13.61 Painting with synthetic enamel paint of approved brand and manufacture
to give an even shade :
b) 13.61.1 Two or more coats on new work Sqm 150.00 53.85 8077.50
75 13.76 Forming groove of uniform size from 12x12mm and 25x15mm in plastered Mtr. 100.00 72.15 7215.00
surface as per approved pattern using wooden battens, nailed to the under
layer including removal of wooden battens, repair to the edges of panel
and finishing the groove complete as per specifications and direction of
the Engineer-In-Charge.

TOTAL CARRIED OVER TO SUMMARY 432096.50

WATER PROOFING:
76 22.5 Providing and laying water proofing treatment in sunken portion of WCs, Sqm 15.00 215.15 3227.25
bathrooms etc. by applying cement slurry mixed with water proofing
cement comopund consisting of applying: a) First layer of slurry of cement
@ 0.488 kg./Sqm mixed with water proofing cement comound @ 0.253
kg./Sqm. This layer will be allowed to air cure for 4 hours. b) Second layer
of slurry of cement @ 0.242 kg./Sqm mixed with water proofing cement
comopund @ 0.126 kg./Sqm. This layer will be allowed to air cure for 4
hours followed with water curing for 48 hours. The rate includes
preparation of surface, treatment and sealing of all joints, corners,
junctions of pipes and masonary with polymer mixed slurry.

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SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
77 22.7 Providing and laying integral cement based water proofing treatment
including preparation of suface as required for treatment of roofs,
balconies, terraces condisting of following operations: a) Applying and
grouting a slurry coat of neat cement using 2.75 kg./Sqm of cement
admixed with water proofing compound conforming to IS:2645 and
approved by Engineer-In-Charge over the RCC slab including adjoining
walls upto 300mm height including cleaning the surface before treatment.
b) Laying brick bats with mortar using broken bricks/brick bats 25mm to
115mm size with 50% of cement mortar 1:5 (1cement : 5 coarse sand)
admixed with water proofing cement compound conforming to IS:2645 and
approved by Engineer-In-Charge over 20mm thick layer of cement mortar
of mix 1:5 (1 cement: 5 coarse sand) admixed with water proofing
compound conforming to IS : 2645 and approved by the Engineer-In-
Charge to required slope & treating similarly the adjoining walls upto 300
mm height including rounding of junctions of walls and slabs.

c) After two days of proper curing applying a second coat of cement slurry
using 2.75 kg./sqm of cement admixed with water proofing comopound
conforming to IS:2645 and approved by the Engineer-In-Charge. d)
Finishing the surface with 20mm thick jointless cement mortar of mix 1:4 (1
cement : 4 coarse sand) admixed with water proofing compound
conforing to IS:2645 and approved by the Engineer-In-charge including
laying glass fibre cloth of approved quality in top layer of plaster and finally
finishing the surface with trowel with neat cement slurry and making
pattern of 300mmx 300mm square. e) The whole terrace so finished shall
be flooded with water for a minimum period of two weeks for curing and for
final test. All above operations to be done in order and as directed and
specified by the Engineer-In-Charge.

a) 22.7.1 With average thickness of 120mm and minimum thickness at khurra as Sqm 250.00 786.70 196675.00
65mm.

TOTAL CARRIED OVER TO SUMMARY 199902.25

Page 212
 ABSTRACT OF COST FOR TYPE QUARTERS (I & III)
SL.NO. DESCRIPTION AMOUNT AS PER MARKET
DSR'2012

1 SANITARY FIXTURES 71322.15

2 SOIL, WASTE VENT PIPE 64596.00

3 WATER SUPPLY (INTERNAL) 113948.15 115862.07

4 DRAINAGE(SEWERAGE) 70597.00

5 EARTH WORK 16786.00

Total Cost 337249.30 115862.07

Page 213
 NAME OF THE PROJECT :CONSTN. OF TYPE -III QUARTERS

NAME OF WORK: DETAILED COST ESTIMATE OF TYPE - I & III QUARTERS ( INTERNAL PLUMBING WORKS)

SL. NO. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
2012

A SANITARY FIXTURE:

1 17.1 Providing and fixing water closet squatting pan (Indian type WC pan) with
100mm sand cast iron P or S trap, 10 litres low level white PVC flushing cistern
with manually controlled device (Handle lever) conforming to IS:7231 with all
fittings & fixtures conpletes,including cutting and making good the walls and floors
wherever required :

a) 17.1.1 White Vitreous china Orissa pattern WC pan of size 580 x 440mm with integral Each 4 2964.10 11856.40
type foot rest.
2 17.3 Providing and fixing white vitreous china pedestal type water closet ( European
type) with seat & lid with CP brass hinges & rubber buffers, 10 ltr low level white
viterous china flushing cistern & C.P. flush bend with fittings and C.I. brackets,
40mm flush bend, overflow arrangement with specials of standard make and
mosquito proof coupling of approved municipal design complete including painting
of fittings and brackets, cutting & making good the walls and floors wherever
required.
a) 17.3.1 WC Pan with ISI marked white solid plastic seat and lid Each 3 4220.80 12662.40

3 17.7 Providing and fixing wash basin with CI brackets, 15mm CP brass pillar taps,
32mm CP brass waste of standard pattern, including painting of fittings and
brackets cutting & making good the walls, wherever required

17.7.1 White vitrious china wash basin size 630 x 450mm with a pair of 15mm C.P. brass Each 7.00 1848.35 12938.00
pillar taps

4 17.10 Providing and fixing stainless steel A ISI: 304 (18/8) kitchen sink as per IS:13983
with CI brackets and stainless steel plug 40mm including painting of fittings &
brackets, cutting and making good the walls wherever required.

17.10.1 Kitchen sink with drain board

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SL. NO. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
2012

17.10.1.1 Size 510x1040mm bowl depth 250mm Each 4 6743.55 26974.20

5 17.28 Providing & fixing PVC waste pipe for sink or wash basin including PVC waste
fittings complete
17.28.1 Semi rigid pipe

17.28.1.1 32mm dia Each 7.00 59.50 416.50

6 17.31 Providing and fixing 600 x 450mm bevelled edge mirror of superior glass (of Each 7.00 674.05 4718.00
approved quality) complete with 6mm thick hard board ground fixed to wooden
cleats with CP brass screws and washers complete

7 17.34 Providing and fixing toilet paper holder

17.34.1 C.P brass Each 7.00 250.95 1756.65

TOTAL FOR SCHEDULE TIEMS(SANITARY FIXTURE) 71322.15

(B) SOIL WASTE VENT PIPES AND FITTINGS:

8 17.35 Providing and fixing soil, waste vent pipes

a) 17.35.1 100mm dia

17.35.1.2 Centrifugally cast (spun) iron socketed pipe as per IS:3989.S&S pipe Mtr 20.00 857.30 17146.00

b) 17.35.2 75mm dia

17.35.2.2 Centrifugally cast (spun) iron socketed pipe as per IS:3989. Mtr 15.00 744.50 11168.00

9 17.37 Providing and fixing MS holder-bat clamps of approved design to Sand Cast
iron/cast iron (spun) pipe embedded in and including cement concrete blocks
10x10x10 cm of 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate
20mm nominal size) including cost of cutting holes and making good the walls etc.

17.37.1 For 100mm dia pipe Each 9 112.50 1031.00

17.37.2 For 75mm dia pipe Each 7 110.15 780.00

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SL. NO. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
2012

10 17.38 Providing and fixing bend of required degree with access door insertion rubber
washer 3mm thick bolts and nuts complete
a) 17.38.1 100mm

17.38.1.2 Sand Cast iron S&S as per IS-3989 Each 1.00 353.25 353.00

b) 17.38.2 75mm

17.38.2.2 Sand Cast iron S&S as per IS-3989 Each 1.00 281.15 281.00

11 17.39 Providing and fixing plain bend of required degree

a) 17.39.1 100mm

17.39.1.2 Sand Cast iron S&S as per IS-3989 Each 1.00 296.35 296.00

b) 17.39.2 75mm

17.39.2.2 Sand Cast iron S&S as per IS-3989 Each 1.00 221.95 222.00

12 17.56 Providing and fixing terminal guard

a) 17.56.1 100mm

17.56.1.2 Sand Cast iron S&S as per IS-3989 Each 1.00 244.10 244.00

b) 17.56.2 75mm

17.56.2.2 Sand Cast iron S&S as per IS-3989 Each 1.00 221.95 222.00

13 17.57 Providing and fixing collars

a) 17.57.1 100mm

17.57.1.2 Sand Cast iron S&S as per IS-3989 Each 14 238.25 3404.00

b) 17.57.2 75mm

17.57.2.2 Sand Cast iron S&S as per IS-3989 Each 11 169.25 1813.00

14 17.58 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes
& fittings of dia

Page 216
SL. NO. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
2012

a) 17.58.1 a) 100mm Each 29 207.85 5939.00

b) 17.58.2 b) 75mm Each 21 176.50 3782.00

15 17.60 Providing and fixing trap of self cleaning design with screwed down or hinged
grating with or without vent arm complete, including cost of cutting and making
good the walls and floors.
a) 17.60.2 a) 100mm inlet and 75mm outlet

17.60.2.1 Sand Cast iron S&S as per IS-3989 Each 15.00 838.85 12583.00

16 17.61 Cutting chases in brick masonry walls for following diameter sand cast
iron/centrifugally cast (spun) iron pipes and making good the same with cement
concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 12.5mm
nominal size) including necessary plaster and painting in cement mortar 1:4 (1
cement: 4 coarse sand).
a) 17.61.1 a) 100mm dia Mtr. 10.00 252.10 2521.00

b) 17.61.2 b) 75mm dia Mtr. 10.00 180.40 1804.00

17 17.65 Painting sand cast iron/centrifugally cast (spun) iron soil, waste vent pipes and
fittings with paint of any colour such as chocolate grey or buff etc. over a coat of
primer (of approved quality) for new work.

a) 17.65.1 a) 100mm dia meter pipe Mtr 22.00 28.75 633.00

b) 17.65.2 b) 75mm dia meter pipe Mtr 17.00 22.00 374.00

TOTAL FOR SCHEDULE ITEMS(SOIL WASTE VENT PIPES & FITTINGS) 64596.00

C) WATER SUPPLY

SCHEDULE ITEMS

Page 217
SL. NO. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
2012

18 18.1 Providing & fixing Polyethene Aluminim Polyethene ( PE-AL-PE) composite

pressure pipes conforming to IS-15450 U.V. stabilized with carbon black having
thermal stability for hot & cold water supply, capable to withstand temperature
upto 80 deg. C including all special fittings of composite material (engineering
plastic blend and brass inserts wherever required) i.e. elbows, tees, reducers,
couplers & connectors etc. with clamps at 1.00 metre spacing. This
includestesting of joints complete as per direction of Engineer-in-charge.

Internal work -Exposed on wall

18.1.2 1620(16mm OD )pipe Mtr 25.00 224.55 5613.75

18.1.3 2025(16mm OD )pipe Mtr 20.00 277.95 5559.00

19 18.2 Providing & fixing Polyethene Aluminim Polyethene ( PE-AL-PE) composite

pressure pipes conforming to IS-15450 U.V. stabilized with carbon black having
thermal stability for hot & cold water supply, capable to withstand temperature
upto 80 deg. C including all special fittings of composite material (engineering
plastic blend and brass inserts wherever required) i.e. elbows, tees, reducers,
couplers & connectors etc. with clamps at 1.00 metre spacing. This includes the
costs of cutting chases and including testing of joints complete as per direction of
Engineer-in-charge.
Concealed installation including cutting chases and making good the walls
etc. complete
18.2.1 1216 ( 16mm OD) pipe Mtr 20 297.95 5959.00

20 18.3 Providing & fixing Polyethene Aluminim Polyethene ( PE-AL-PE) composite

pressure pipes conforming to IS-15450-2004 U.V. stabilized with carbon black
having thermal stability for hot & cold water supply, capable to withstand
temperature upto 80 deg. C including all special fittings of composite material
(engineering plastic blend and brass inserts wherever required) i.e. elbows, tees,
reducers, couplers & connectors etc. with trenching,refilling and testing of joints
complete as per direction of Engineer-in-charge.

External work

18.3.3 2025 ( 25mm OD) Pipe Mtr 12 261.20 3134.40

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SL. NO. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
2012

18.3.4 2532 ( 32mm OD) Pipe Mtr 15 336.70 5050.50

21 18.12 Providing and fixing GI pipes complete with GI fittings including trenching &
refilling etc.

External works:

18.12.6 f)50mm nominal bore Mtrs 1 355.95 355.95

22 18.13 Making connection of GI distribution branch with GI main of following sizes by

providing & fixing tee, including cutting and threading the pipe etc. complete.

a) 18.13.1 25 to 40mm nominal bore Each 1 277.35 277.35

23 18.17 Providing and fixing gun metal gate valve with CI wheel of approved quality
(screwed end).

18.17.1 25mm nominal bore Each 2 372.95 745.90

24 18.18 Providing and fixing ball valve (brass) of approved quallity. High or low pressure,
with plastic floats complete.

18.18.1 15mm nominal bore Each 2 258.05 516.10

25 18.19 Providing and fixing gun metal non-return valve of approved quality (screwed
end).

18.19.1 25mm nominal bore

18.19.1.1 Horizontal Each 2 383.45 766.90

18.19.2 32mm nominal bore

18.19.2.1 Horizontal Each 2 490.25 980.50

18.19.3 40mm nominal bore

18.19.2.2 Horizontal Each 1 620.25 620.25

26 18.22 Providing and fixing C.P brass Shower rose with 15 or 20 mm inlet

Page 219
SL. NO. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
2012

18.22.1 100 mm diameter Each 5 58.15 290.75

27 18.41 Providing & fitting sand of grading zone V or coarser grade alround the GI pipes in
external work:
18.41.3 25mm diameter pipe Mtr 1 56.95 56.95

28 18.27 Providing & laying S&S centrifugally cast (spun) iron pipes (Class LA) confirming
to IS-1536
18.27.3 100mm dia pipe Mtrs 40.00 1476.70 59068.00

29 18.49 Providing & fixing CP brass bib cock of approved quality conforming IS 8931:

18.49.1 15mm nominal bore Each 16.00 397.50 6360.00

30 18.52 Providing and fixing CP brass stop cock (concealed) of standard design and
approved make confirming to IS: 8931.

a) 18.52.1 15mm nominal bore Each 32.00 426.55 13650.00

31 18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of
approved make conforming to IS 8931
15mm nominal bore Each 11.00 449.35 4942.85

TOTAL FOR SCHEDULE ITEMS (WATER SUPPLY) 113948.15

NON-SCHEDULE ITEMS :(WATER SUPPLY)

31 NS Providing and fixing CI cover with frame for RCC UGT / OHT

a) a) 560 mm dia internal dia DI cover with frame (Heavy duty total weight of the Each 2.00 3448.28 6896.55
cover not less than 60 Kg)

Page 220
SL. NO. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
2012

32 NS Providing and fixing monoblock centrifugal pumping set with gun metal impeller Each 2.00 24137.93 48275.86
with totally enclosed fan colled squirrel cage induction motor capable of
discharging 50 LPM against 35m head complete with flow and pressure dial
guage, base plate priming arrangement, with wiring, panel & equipments for water
level controller to start / stop the pump automatically with protection for dry run
etc. complete in all respects.
33 NS Providing and placing on terrace (at all floor levels) polyethylene water storage
tank IS:12701 marked with cover & suitable locking arrangement and making
necessary holes for inlet, outlet & overflow pipes but without fittings and the base
support for tank.

Litre 2000 9.66 19310.34483

34 NS Supplying instalation testing and commisioning of 25 ltr Litre 4 10344.83 41379.31034
Geysers.(Usha/Recold/Inhalsa)

TOTAL FOR NON-SCHEDULE ITEMS :(WATER SUPPLY) 115862.07

D) SEWERAGE (INTERNAL):

35 19.1 Providing, laying & jointing glazed stoneware pipes grade 'A' with stiff mixture of
cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including
testing of joints etc. complete

a) 19.1.1 100 mm diameter Mtr 10.00 150.10 1501.00

36 19.2 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10
graded stone aggregate 40mm nominal size) alround SW pipes including bed
concrete as per standard design.

a) 19.2.1 100 mm dia RCC pipe Mtr 10.00 496.90 4969.00

37 19.4 Providing and fixing square - mouth SW gully trap grade 'A' complete with CI
grating brick masonry chamber with water tight CI Cover with frame of
300x300mm size (inside) the weight of cover to be not less than 4.50 Kg. and
frame to be not less than 2.70 Kg as per standard design.

Page 221
SL. NO. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
2012

a) 19.4.1 100x100mm size 'P' type

19.4.1.1 With FPS bricks class designation 75. Each 4.00 1256.35 5025.00

38 19.6 Providing and laying non-pressure NP2 class (light duty) RCC pipes with collars
jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2
fine sand) including testing of the joints etc. complete.

19.6.1 100 mm dia RCC pipe Mtr 50.00 218.35 10918.00

39 19.7 Constructing brick masonary manhole in cement mortar 1:4 (1 cement: 4 coarse
sand) RCC top slab with 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone
aggregate 20 mm nominal size), fondation concrete 1:4:8 (1 cement: 4 coarse
sand: 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm
thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat
of neat cement and making channels in cement concrete 1:2:4 ( 1 cement: 2
coarse sand: 4 graded stone aggregated 20 mm nominal size) finished with a
floating coat of neat cement complete as per standard design.

a) 19.7.1 Inside size 90 x 80 cm and 60 cm deep including CI cover with frame (light duty )
455 x 610 mm internal dimensions total weight of cover and frame to be not less
than 38 kg) (weight of the cover 23 kg and weight of frame 15 kg).

19.7.1.1 With FPS bricks with class designation 75 Each 6.00 7132.00 42792.00

40 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic Each 21.00 256.75 5392.00
encapsulated as per IS:10910 on 12mm dia steel bar comforming to IS:1786
having minimum cross section as 23mm x 25mm and over all minimum length
263 mm and width as 165mm with minimum 112mm space between protruded
legs having 2mm tread on top surface by ribbing or chequiring besides necessary
& adequate anchoring projections on tail length on 138mm as per standard
drawing and suitabbe to with stend the bend test and chemical resistance test as
per specifications and having manufacture's permanent identification mark to be
visible even after fixing, including fixing in manholes with 30x20x15cm cement
concrete block 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate
20mm nominal size) complete as per design.

Page 222
SL. NO. DSR DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
2012

TOTAL FOR SCHEDULE ITEMS 70597.00

E) EARTH WORK( INTERNAL PLUMBING WORK)

SCHEDULE ITEMS

41 2.6 Earth work in excation over areas (exceeding 30cm in depth, 1.5 in width as well
as 10 sq.mt in plan) including disposal of excavated earth lead upto 50m and lift
upto 1.5 m disposed earth to be levelled and neatly dressed.

a) 2.6.1 All kind of soil Cum 40.00 129.35 5174.00

42 2.10 Excavating trenches of required width for pipes, cables, etc. including excavation
for sockets and refessing of sides, ramming of bottom depth upto 1.5m including
getting out the excavated soil, and then returning the soil as required in layers not
exceeding 20mm in depth including consolidating earth deposited layer by
ramming, watering etc. and disposing of surplus excavated soil as directed within
a lead of 50m.
a) 2.10.1 All kinds of soil

2.10.1.2 Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm dia Mtr 60.00 165.60 9936.00

43 2.25 Filling available excavted earth (excluding rock) in trenches, plinth sides of cum 20.00 83.80 1676.00
foundations etc. in layet not exceeding 20 cm in depth consolidation earth
deposited layer by ramming and watering lead upto 50m and lift upto 1.5m

TOTAL FOR EARTH WORK 16786.00

Page 223
 ABSTRACT OF COST FOR QUARTER TYPE I & III
SL.NO. DESCRIPTION AMOUNT AS PER

DSR'2012 MARKET

1 INTERNAL ELECTRICAL, 370269.50 70950.66

Total 370269.50 70950.66

Page 224
 NATIONAL BUILDINGS CONSTRUCTION CORPORATION LIMITED
COUNSULTANCY DIVISION
NAME OF PROJECT :CONSTRUCTION WORK OF NEILET, AGARTALA
NAME OF WORK : PROVIDING INTERNAL ELECTRICAL INSTALLATIONS IN TYPE -I QTRs AT NEILET, AGARTALA

SL.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)

(A): SCHEDULE ITEMS

1 1.10 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated
copper conductor single core cable in surface / recessed medium class PVC conduit, with modular
switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper
conductor single core cable etc as required.
a) 1.10.1 Group A Point 32 462.00 14784.00
2 1.11 Wiring for twin control light point with 1.5 sq.mm FR PVC insulated copper conductor single core cable Point 2 710.00 1420.00
in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box
and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as
required.
3 1.12 Wiring for light/power plug with 2x4 Sq.mm FR PVC insulated, copper conductor, single core cable in Metre 126 162.00 20412.00
surface/recessed PVC conduit alongwith 1 No. 4 Sq.mm FR PVC insulated copper conductor single
core cable for loop earthing as required.
4 1.13 Wiring for light/power plug with 4x4 Sq.mm FR PVC insulated, copper conductor, single core cable in Metre 54 268.00 14472.00
surface/recessed PVC conduit alongwith 2 Nos. 4 Sq.mm FR PVC insulated copper conductor single
core cable for loop earthing as required.
5 1.14 Wiring for circuit/sub main wiring alongwith earth wire with the following sizes of PVC insulated copper
conductor, single core cable in surface/recessed PVC conduit as required.
a) 1.14.1 2x1.5 Sqmm + 1x1.5 Sq.mm (For circuit wiring) Metre 160 107.00 17120.00
b) 1.14.4 2x6 Sqmm + 1x6 Sq.mm (For A/C wiring) Metre 40 206.00 8240.00
c) 1.14.11 4x10 Sqmm + 2x10 Sq.mm (For sub-main wiring) Metre 40 562.00 22480.00
6 1.19 Supplying & drawing co-axial TV cable RG-6 grade, 0.7mm solid copper conductor PE insulated, Metre 30 22.00 660.00
shielded with fine tinned copper braid and protected with PVC sheathed in the existing
surface/recessed steel/PVC conduit as required.

Page 225
SL.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)

7 1.20 Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess
including painting in case of surface conduit, or cutting the wall and making good the same in case of
recessed conduit as required.
a) 1.20.1 20 mm Metre 22 123.00 2706.00
b) 1.20.2 25 mm Metre 10 143.00 1430.00
8 1.22 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable
size phenolic laminated sheet cover in front including painting etc. as required.
a) 1.22.1 75mm x 75mm x 60mm Each 4 72.00 288.00
9 1.24 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box
including connections but excluding modular plate etc. as required.
a) 1.24.7 TV antenna socket outlet Each 2 93.00 186.00

b) 1.24.8 Bell push Each 2 98.50 197.00

10 1.25 Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box Each 4 322.00 1288.00
including connections but excluding modular plate etc. as required.
11 1.26 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding Each 4 22.00 88.00
modular plate as required.
12 1.27 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular
switches in recess etc as required.
a) 1.27.1 1 or 2 Module (75mmX75mm) Each 8 142.00 1136.00
b) 1.27.3 4 Module (125mmX75mm) Each 4 173.00 692.00
c) 1.27.4 6 Module (200mmX75mm) Each 4 221.00 884.00
13 1.31 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, Each 2 288.00 576.00
including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch,
connection etc. as required. (For light plugs to be used in non residential buildings).
14 1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, Each 4 366.00 1464.00
including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular
switch, connection etc. as required.

Page 226
SL.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)

15 1.34 Supplying and fixing brass batten/ angle holder including connection etc. as required. Each 16 63.00 1008.00
16 1.41 Installation, testing and commissioning of prewired fluorescent fitting/compact fluorescent fitting of all Each 4 69.50 278.00
types, complete with all accessories and tubes etc. directly on ceiling/wall including connection 1.5
Sqmm FR PVC insulated, copper conductor, single core cable and earthing etc. as required.
17 1.44 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length Each 4 73.50 294.00
(upto 30 cm) with 1.5 sq. mm FR PVC insulated, copper conductor, single core cable etc. as required.

18 1.49 Numbering of ceiling fan/exhaust fan/ fluorescent fittings as required. Each 10 19.50 195.00
19 1.50 Installation of exhaust fan in the existing opening, including making good the damage, connection,
testing, commissioning etc. as required.
a) 1.50.1 Upto 450 mm sweep Each 2 163.00 326.00
20 2.3 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240
volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar,
a) 2.3.1 interconnections,
2 + 4 way, Single powder
door painted including earthing etc. as required. (But without MCB/RCCB/Isolator) Each 4 473.00 1892.00
21 2.10 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker
suitable for inductive load of following poles in the existing MCB DB complete with connections, testing
and commissioning etc. as required.
a) 2.10.1 Single pole Each 14 141.00 1974.00
22 2.11 Supplying & fixing single pole blanking plate in the existing MCB DB complete etc. as required. Each 2 5.50 11.00
23 2.14 Supplying and fixing of following rating, double pole, (single phase & neutral), 240 Volts, residual
current circuit breaker (RCCB), having a sensitivity current upto 300 mA in the existing MCB DB
complete with connections, testing and commissioning as required.
a) 2.14.1 25 Amps Each 2 1318.00 2636.00
b) 2.14.2 40 Amps. Each 2 1394.00 2788.00
24 2.18 Supplying and fixing 20 amps, 240 volts, SPN industrial type, socket outlet, with 2 pole and earth, metal Each 2 693.00 1386.00
enclosed plug top alongwith 20 amps "C" curve, SP, MCB, in sheet steel enclosure, on surface or in
recess, with chained metal cover for the socket out let and complete with connections, testing and
commissioning etc. as required.
25 5.2 Earthing with GI earth pipe 4.5 m long, 40mm dia including accessories, and providing masonary Set 2 3385.00 6770.00
enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal / coke and
salt as required.

Page 227
SL.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)

26 5.9 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, Metre 5 97.50 488.00
including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done
by overlapping and with 2 sets of G.I nut bolt & spring washer spaced at 50mm)
27 5.18 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing Metre 19 19.50 371.00
surface/ recessed conduit/ submain wiring/ cable as required.
TOTAL FOR SCHEDULE ITEMS 130940.00
(B) NON-SCHEDULE ITEMS:
28 NS Supplying of Ding bell fittings complete with all standard accessories Each 2 82.76 166.00
Supplying of light fittings complete with all standard accessories without starter & T5 Lamp of the
29 NS
following type as required.
1x28 W Fl. Fitting as per Bajaj Product. No BLPR 128 with lamp or similar specification of other
a) Each 4 1024.14 4096.55
approved makes.
Supplying of approved make ceiling fan of double ball bearing of the following sizes with resistance type
30 NS regulator and its all accessories suitable for operation on 230V single phase, 50 Hz, AC supply
complete as required.
a) 1200mm sweep (USHA/GEC/ CROMPTON/ BAJAJ/HAVELLS) Each 4 1318.62 5274.00
Exhaust Fan of the following sizes and its all accessories suitable for operation on 230V single phase,
31 NS
50 Hz, AC supply complete as required.
a) 300 mm sweep (HAVELLS/CROMPTON/ BAJAJ) Each 2 2026.90 4054.00
32 NS Supplying, installation, testing & commissioning of Cubical type Compartmentalized meter board madee
of 1.6 mm thick sheet duly powder coated, integrated loose wire box, complete with Incomer MCCB,
Insulated Bus bars, each meter compartment having MCB, space for meter, pre-wired from bus bar
connector block (for each quarter), in loose wire box, locking / ceiling arrangementfor compartment, bus
chamber as required.
a) Suitable for set of 2 Quarters Each 1 15172.41 15172.00
TOTAL FOR NON-SCHEDULE ITEMS (B) RS. 28762.55

Page 228
 NATIONAL BUILDINGS CONSTRUCTION CORPORATION LIMITED
COUNSULTANCY DIVISION
NAME OF PROJECT :CONSTRUCTION WORK OF NEILET, AGARTALA
NAME OF WORK : PROVIDING INTERNAL ELECTRICAL INSTALLATIONS IN TYPE -III QTRs AT NEILET, AGARTALA
S.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
(A): SCHEDULE ITEMS
1 1.10 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated
copper conductor single core cable in surface / recessed medium class PVC conduit, with
modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC
insulated copper conductor single core cable etc as required.
a) 1.10.1 Group A Point 58 462.00 26796.00
2 1.11 Wiring for twin control light point with 1.5 sq.mm FR PVC insulated copper conductor single core Point 2 710.00 1420.00
cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate,
suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single
core cable etc as required.
3 1.12 Wiring for light/power plug with 2x4 Sq.mm FR PVC insulated, copper conductor, single core Metre 252 162.00 40824.00
cable in surface/recessed PVC conduit alongwith 1 No. 4 Sq.mm FR PVC insulated copper
conductor single core cable for loop earthing as required.
4 1.13 Wiring for light/power plug with 4x4 Sq.mm FR PVC insulated, copper conductor, single core Metre 108 268.00 28944.00
cable in surface/recessed PVC conduit alongwith 2 Nos. 4 Sq.mm FR PVC insulated copper
conductor single core cable for loop earthing as required.
5 1.14 Wiring for circuit/sub main wiring alongwith earth wire with the following sizes of PVC insulated
copper conductor, single core cable in surface/recessed PVC conduit as required.
a) 1.14.1 2x1.5 Sqmm + 1x1.5 Sq.mm (For circuit wiring) Metre 300 107.00 32100.00
b) 1.14.4 2x6 Sqmm + 1x6 Sq.mm Metre 50 206.00 10300.00
b) 1.14.5 2 X 10 sq. mm + 1 X 10 sq. mm earth wire Metre 50 310.00 15500.00
d) 1.14.9 4x6 Sqmm + 2x6 Sq.mm Metre 50 358.00 17900.00
e) 1.14.11 4x10 Sqmm + 2x10 Sq.mm Metre 50 562.00 28100.00
6 1.19 Supplying & drawing co-axial TV cable RG-6 grade, 0.7mm solid copper conductor PE insulated, Metre 30 22.00 660.00
shielded with fine tinned copper braid and protected with PVC sheathed in the existing
surface/recessed steel/PVC conduit as required.

Page 229
S.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
7 1.21 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in
surface/recess including cutting the wall and making good the same in case of recessed conduit
as required.
a) 1.21.1 20 mm Metre 25 56.50 1412.50
b) 1.21.2 25 mm Metre 10 64.50 645.00
8 1.22 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with
suitable size phenolic laminated sheet cover in front including painting etc. as required.
a) 1.22.1 75mm x 75mm x 60mm Metre 4 72.00 288.00
9 1.24 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box
including connections but excluding modular plate etc. as required.
a) 1.24.7 TV antenna socket outlet Each 2 93.00 186.00
b) 1.24.8 Bell push Each 2 98.50 197.00
10 1.25 Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch Each 8 322.00 2576.00
box including connections but excluding modular plate etc. as required.
11 1.26 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding Each 8 22.00 176.00
modular plate as required.
12 1.27 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for
modular switches in recess etc as required.
a) 1.27.1 1 or 2 Module (75mmX75mm) Each 8 142.00 1136.00
b) 1.27.3 4 Module (125mmX75mm) Each 4 173.00 692.00
c) 1.27.4 6 Module (200mmX75mm) Each 4 221.00 884.00
13 1.31 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in Each 2 288.00 576.00
recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps
modular switch, connection etc. as required. (For light plugs to be used in non residential
buildings).
14 1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in Each 8 366.00 2928.00
recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16
amps modular switch, connection etc. as required.
15 1.34 Supplying and fixing brass batten/ angle holder including connection etc. as required. Each 26 63.00 1638.00
16 1.41 Installation, testing and commissioning of prewired fluorescent fitting/compact fluorescent fitting Each 8 69.50 556.00
of all types, complete with all accessories and tubes etc. directly on ceiling/wall including
connection 1.5 Sqmm FR PVC insulated, copper conductor, single core cable and earthing etc.
as required.

Page 230
S.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
17 1.44 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard Each 8 73.50 588.00
length (upto 30 cm) with 1.5 sq. mm FR PVC insulated, copper conductor, single core cable etc.
as required.
18 1.49 Numbering of ceiling fan/exhaust fan/ fluorescent fittings as required. Each 20 19.50 390.00
19 1.50 Installation of exhaust fan in the existing opening, including making good the damage,
connection, testing, commissioning etc. as required.
a) 1.50.1 Upto 450 mm sweep Each 4 163.00 652.00
20 2.3 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board,
240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din
bar, interconnections, powder painted including earthing etc. as required. (But without
MCB/RCCB/Isolator)
a) 2.3.2 2 + 6 way, Single door Each 2 513.00 1026.00
b) 2.3.3 2 + 8 way, Single door Each 2 553.00 1106.00
21 2.10 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker
suitable for inductive load of following poles in the existing MCB DB complete with connections,
testing and commissioning etc. as required.
a) 2.10.1 Single pole Each 24 141.00 3384.00
22 2.11 Supplying & fixing single pole blanking plate in the existing MCB DB complete etc. as required. Each 4 5.50 22.00

23 2.14 Supplying and fixing of following rating, double pole, (single phase & neutral), 240 Volts, residual
current circuit breaker (RCCB), having a sensitivity current upto 300 mA in the existing MCB DB
complete with connections, testing and commissioning as required.
a) 2.14.1 25 Amps Each 2 1318.00 2636.00
b) 2.14.2 40 Amps. Each 2 1394.00 2788.00
24 2.18 Supplying and fixing 20 amps, 240 volts, SPN industrial type, socket outlet, with 2 pole and earth, Each 4 693.00 2772.00
metal enclosed plug top alongwith 20 amps "C" curve, SP, MCB, in sheet steel enclosure, on
surface or in recess, with chained metal cover for the socket out let and complete with
connections, testing and commissioning etc. as required.
25 5.2 Earthing with GI earth pipe 4.5 m long, 40mm dia including accessories, and providing masonary Set 2 3385.00 6770.00
enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal /
coke and salt as required.

Page 231
S.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
26 5.9 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth Metre 4 97.50 390.00
electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required.
(Jointing shall be done by overlapping and with 2 sets of G.I nut bolt & spring washer spaced at
50mm)
27 5.18 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with Metre 19 19.50 371.00
existing surface/ recessed conduit/ submain wiring/ cable as required.
TOTAL FOR SCHEDULE ITEMS 239329.50
(B) NON-SCHEDULE ITEMS:
28 NS Supplying of Ding bell fittings complete with all standard accessories Each 2 82.76 166.00
Supplying of light fittings complete with all standard accessories without starter & T5 Lamp of the
29 NS
following type as required.
1x28 W Fl. Fitting as per Bajaj Product. No BLPR 128 with lamp or similar specification of other
a) Each 8 1024.14 8193.10
approved makes.
Supplying of approved make ceiling fan of double ball bearing of the following sizes with
30 NS resistance type regulator and its all accessories suitable for operation on 230V single phase, 50
Hz, AC supply complete as required.
a) 1200mm sweep (USHA/GEC/ CROMPTON/ BAJAJ/HAVELLS) Each 8 1318.62 10549.00
Exhaust Fan of the following sizes and its all accessories suitable for operation on 230V single
31 NS
phase, 50 Hz, AC supply complete as required.
a) 300 mm sweep (HAVELLS/CROMPTON/ BAJAJ) Each 4 2026.90 8108.00
32 NS Supplying, installation, testing & commissioning of Cubical type Compartmentalized meter board
madee of 1.6 mm thick sheet duly powder coated, integrated loose wire box, complete with
Incomer MCCB, Insulated Bus bars, each meter compartment having MCB, space for meter, pre-
wired from bus bar connector block (for each quarter), in loose wire box, locking / ceiling
arrangementfor compartment, bus chamber as required.
a) Suitable for set of 2 Quarters Each 1 15172.41 15172.00
TOTAL FOR NON-SCHEDULE ITEMS (B) RS. 42188.10
Gross Amount Type I & Type III Qtrs schedule items (A) 370269.50
Gross Amount Type I & Type III Qtrs Non schedule items (B) 70950.66

Page 232
HE PROJECT: CONSTRUCTION. OF PROPOSED METER ROOM,PANEL ROOM,GUARD ROOM AND SUBSTATION BUILDING FOR NIELIT AT AGARTALA,TRIPUR
ABSTRACT OF COST

CIVIL WORK
SL.NO. DESCRIPTION AMOUNT BASED ON
DSR-2012 (RS.) NON SCHEDULED
MARKET RATE
1 CARRIAGE OF MATERIAL 2649.20
2 EARTH WORK 289247.00
3 RCC WORK 1976609.80
4 CONCRETE WORK 283531.40
4 BRICK WORK 13926.00 605392.00
5 WOOD WORK 173844.40
6 STEEL WORK 195249.78
7 FLOORING WORK 234682.00
8 ROOFING WORK 59127.80
9 FINISHING WORK 410211.00
10 WATER PROOFING WORK 188808.00
(A) 3827886.38 605392.00 (B)

Page 233
 NAME OF THE PROJECT: CONSTRUCTION. OF PROPOSED METER ROOM,PANEL ROOM,GUARD ROOM AND SUBSTATION
BUILDING FOR NIELIT AT AGARTALA,TRIPURA
CIVIL WORKS
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
CARRIAGE OF MATERIALS
1 1.1. By mechnical transport including loading, unloading & stacking
1.1.1 Lime,moorum,Building rubbish
a) 1 KM Cum 40.00 66.23 2649.20

TOTAL CARRIED OVER TO SUMMARY 2649.20

EARTH WORK:
2 2.6 Earth work in excavation by mechanical means (Hydraulic
excavator/manual means over areas (exceeding 30cm in depth , 1.5m in
width as well as 10 sqm on plan) including disposal of excavated
earth,lead upto 50m and lift upto 1.5m disposed earth to be levelled and
neatly dressed.
a) 2.6.1 All kinds of soil. cum 200.00 129.35 25870.00
3 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides cum 450.00 83.80 37710.00
of foundations etc. in layers not exceeding 20cm in depth, consolidating
each deposited layer by ramming and watering lead upto 50 mtrs. and lift
upto 1.5 mtr.
4 2.27 Supplying and filling in plinth with local sand under floors including Cum 100.00 749.30 74930.00
watering, ramming consolidating and dressing complete.

5 2.34 Supplying chemical emulsion in sealed containers including delivery as

specified.
a) 2.34.1 Chlorpyriphos/Lindane Emulsifiable concentrate of 20%. Ltr. 60.00 185.95 11157.00

Page 234
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
6 2.35 Diluting and injecting chemical chemical emulsion for POST
CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical
emulsion)
a) 2.35.3 Treatment of soil under existing floors using chemical emulsion @ one ltr.
Per hol, 300mm apart including drilling 12mm diameter holes and plugging
with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing
floor.
i) 2.35.3.1 With Chlorpyriphos /Lindane E C. 20% with 1% concentration. Sqm 400.00 88.25 35300.00

7 16.3 Supplying and stacking at site:

a) 16.3.9 Good earth Cum 400.00 260.70 104280.00
TOTAL CARRIED OVER TO SUMMARY 289247.00
CONCRETE WORK:
8 4.1 Providing and laying in position cement concrete of specified grade
excluding the cost of centring and shuttering - All work upto plinth level:

a) 4.1.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm cum 4.00 4514.05 18056.20
nominal size)
b) 4.1.6 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm cum 20.00 3888.20 77764.00
nominal size)
c) 4.1.8 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm cum 20.00 3593.30 71866.00
nominal size)
9 4.2 Providing and laying cement concrete in retaining walls, return walls, walls
(any thickness) including attached pilasters, columns, piers, abutments,
pillars, posts, struts, buttresses, string or lacing coarses, parapets, coping,
bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five
level, excluding the cost of centering, shuttering and finishing:

a) 4.2.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm cum 8.00 4782.35 38258.80
nominal size)
10 4.11 Providing and laying damp-proof coarse 50mm thick cement concrete 1:2:4 Sqm 40.00 254.70 10188.00
(1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal
size)

Page 235
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
11 4.12 Extra for providing and mixing water proofing material 'Impermo' or per 50 kg. 264.00 35.35 9332.40
equivalent in cement concrete work @ 1 kg. Per 50 Kg. of cement. cement
12 4.13 Applying a coat of residual petroleum bitumen of penetration 80/100 of Sqm 40.00 96.65 3866.00
approved quality using 1.7 kg. Per Sqm on damp proof course after
cleaning the surface with brushes and finally with a piece of cloth lightly
soaked in Kerosene oil.
13 4.17 Making Plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : Sqm 160.00 338.75 54200.00
3 Coarse sand :6 graded stone aggregate 20mm nominal size) over 75
mm bed of dry bricks ballast 40mm nominal size well rammed and
consolidated and grouted with fine sand including finishing the top smooth.

TOTAL CARRIED OVER TO SUMMARY 283531.40

RCC WORK:
14 5.9 Centring and shuttering including strutting, propping etc. and removal of
form for:
a) 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 180.00 166.90 30042.00
b) 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and sqm 40.00 285.15 11406.00
string courses etc.
c) 5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 220.00 311.20 68464.00
e) 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 228.00 262.25 59793.00
f) 5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts sqm 100.00 365.60 36560.00
j) 5.9.16 Edges of slabs and breaks in floors and walls
k 5.9.16.1 Under 20 cms wide Mtr. 100.00 99.45 9945.00
l) 5.9.18 Small surfaces such as cantilever ends, brackets and ends of steps, caps sqm 40.00 398.35 15934.00
m 5.9.19 and bases
Weather to pilasters
shade, and
chajjas, columns
corbels etc.and the likeedges.
including sqm 80.00 411.10 32888.00

Page 236
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
15 5.18 Providing precast cement concrete Jali 1:2:4 (1 cement: 2 coarse sand: 4
stone aggregate 6mm nominal size) reinforced with 1.6mm dia mild steel
wire including centring & shuttering roughening cleaning, fixing and
finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete
excluding plastering of the jambs, sills and soffits.

a) 5.18.1 50mm thick Sqm 80.00 598.15 47852.00

16 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete
a) 5.22.6 Thermo-Mechanically Treated bars Kg. 6240.00 62.25 388440.00

17 5.22 A Reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete
a) 5.22A.6 Thermo-Mechanically Treated bars Kg. 9792.00 62.25 609552.00

18 5.33 Providing and laying in position machine batched, machine mixed and
machine vibrated design mix cement concrete of specified grade for
reinforced cement concrete work including pumping of concrete to site of
laying but excluding the cost of centring, shuttering, finishing and
reinforcement-including admixture in recommended proportions as per
IS:9103 to accelerate, retard setting of concretre, improve workability
without impairing strength and durability as per direction of Engineer-in-
charge.
Note-cement content considered in this item is @330kg/cum. Excess/less
cement used as per design mix is payable /recoverable separately ).

a) 5.33.1 All works upto plinth level Cum 52.00 5242.15 272591.80
b) 5.33.2 All works above plinth level upto floor five level Cum 68.00 5781.50 393142.00

TOTAL CARRIED OVER TO SUMMARY 1976609.80

BRICK WORK

19 6.15 Extra for providing and placing in position 2 Nos. 6 mm dia MS bars at Sqm 220.00 63.30 13926.00
every third course of half brick masonry (with FPS bricks)

TOTAL CARRIED OVER TO SUMMARY 13926.00

Page 237
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
NON-SCHEDULE ITEM:

20 NS Brick work with FPS bricks of class designation 100 in foundation & plinth
in:
Cement mortar 1:6 (1 cement: 6 coarse sand) Cum 40.00 3964.20 158568.00

21 NS Brick work with F.P.S. bricks of class designation 100 in superstructure

above plinth level up to floor V level in all shapes and sizes in:
Cement mortar 1:6 (1 cement: 6 coarse sand) Cum 80.00 4160.34 332827.59
22 N.S 125mm brick masonry with FPS bricks of class designation 100 in
supersructure above plinth in level upto floor V level
Cement mortar 1:4 (1 cement: 4 coarse sand) Sqm 220.00 518.17 113996.41

TOTAL CARRIED OVER TO SUMMARY 605392.00

WOOD WORK:
23 9.20 Providing and fixing ISI marked flush door shutters conforming to IS:2202 .
(Part-I) decorative type, core of block board construction with frame of 1st
class hard wood and well matched commercial 3 ply veneering with
vertical grains or cross bands and face veneers on both faces of shutters.

a) 9.20.1 35 mm thick including ISI marked stainless steel butt hinges with Sqm 40.00 2159.05 86362.00
necessary screws.
24 9.48 Providing and fixing MS grills of required pattern in frames of windows etc.
with MS flats, square or round bars etc. all complete
a) 9.48.2 Fixed to opening /wooden frames Kg. 300.00 98.20 29460.00

25 9.96 Providing and fixing aluminium sliding door bolts ISI marked anodised
(anodic coating not less than grade AC 10 as per IS: 1868) transparent or
dyed to required colour or shade with nuts and screws etc. complete:

a) 9.96.1 300 x 16 mm Each 32.00 203.80 6521.60

b) 9.96.2 250 x 16 mm Each 32.00 168.95 5406.40

Page 238
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
26 9.97 Providing and fixing aluminium tower bolt ISI marked anodised (anodic
coating not less than grade AC 10 as per IS :1868) transparent or dyed to
required colour or shade with necessary screws etc. complete:

a) 9.97.1 300x10 mm Each 48.00 100.40 4819.20

b) 9.97.2 250x10 mm Each 48.00 86.45 4149.60
c) 9.97.4 150x10 mm Each 40.00 59.00 2360.00
27 9.83 Providing & fixing IS:3564 marked aluminium Die cast body tubular type Each 24.00 610.60 14654.40
universal hydraulic door closer with necessary accessories and screws etc.
complete
28 9.100 Providing and fixing aluminium handles ISI marked anodised (anodic
coating not less than grade AC 10 as per IS:1868) transparent or dyed to
required colour or shade with necessary screws etc. complete:

a) 9.100.1 125 mm Each 48.00 62.50 3000.00

b) 9.100.2 100 mm Each 48.00 49.55 2378.40
29 9.101 Providing and fixing aluminium hanging floor door stopper ISI marked
anodised (anodic coating not less than grade AC 10 as per IS :1868)
transparent or dyed to required colour or shade with necessary screws etc.
complete:

a) 9.101.2 Twin rubber stopper Each 48.00 71.55 3434.40

30 9.103 Providing & fixing bright finished brass 100 mm mortice latch & lock ISI Each 16.00 706.15 11298.40
marked with 6 levers and a pair of anodised(anodic coating not less than
grade AC 10 as per IS :1868) aluminium lever handles with necessary
screws etc. complete (Best make of approved quality)
TOTAL CARRIED OVER TO SUMMARY 173844.40

Page 239
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
STEEL WORK
31 10.5 Providing and fixing 1mm thick MS sheet door with frame of 40x40x6mm
angle iron and 3mm MS gusset plates at the junctions and corners, all
a) 10.5.1 necessary
Using fittings40x40x6mm
MS angle complete, including applying
for diagonal a primer coat of approved
braces. Sqm 8.40 2551.45 21432.18
32 10.11 Providing & fixing factory made ISI marked steel glazed doors, windows Kg. 160.00 96.30 15408.00
and ventilators side/top/central hung with beading and all members such
as K11B and K12B etc. complete of standard rolled steel sections, joints
mitred and flash butt welded and sash bars tenoned and riveted with
15x3mm lugs, 10cm long, embedded in cement concrete blocks
15x10x10cm of 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate
20mm nominal size) or with wooden plugs and screws or rawl plugs and
screws or with fixing clips or with bolts and nuts as required, including
providing and fixing of hinges, pivots, float glass panes with glazing clips
and special metal sash putty of approved make and a priming coat of
approved steel primer, excluding the cost of metal beading and other
fittings except necessary hinges or pivots complete as per approved
design.
33 10.13 Providing & fixing T-iron frames for doors, windows & ventilators of mild Kg. 240.00 73.30 17592.00
steel T-sections, joints mitred and welded with 15x3 mm lugs, 10 cm long,
embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement: 3
coarse sand: 6 graded stone aggr. 20 mm nominal size) or with wooden
plugs & screws or rawl plugs and screws or with dash fasteners or with
fixing clips or with bolts and nuts as required, including fixing of necessary
butt hinges & screws and applying a priming coat of approved steel primer.

34 10.25 Steel work welded in built up sections/framed work including cutting

hoisting, fixing in position and applying a priming coat of approved steel
primer using structural steel etc. as required
a) 10.25.2 In gratings, frames, guard bar, ladders, railings, brackets, gates & similar Kg. 800.00 77.90 62320.00
works

Page 240
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
35 10.18 Providing and fixing circular/hexagonal cast iron or MS sheet box for ceiling Each 32.00 117.45 3758.40
fan clamp of internal dia 140mm, 73mm height, top lid of 1.5mm thick M.S.
sheet with its top surface hacked for proper bonding, top lid shall be
screwed into the cast iron/ MS box by means of 3.3mm dia round headed
screws, one lock at the corners. Clamps shall be made of 12mm dia M.S.
bar bent to shape as per standard drawing.
a) 10.26 Providing and fixing hand rail of approved size by welding etc. to steel
ladder railing, balcony railing & staircase railing including applying a
priming coat of approved steel primer.
i) 10.26.1 MS tube Kg. 400.00 86.45 34580.00
36 10.30 Providing and fixing glass panes with putty and glazing clips in steel doors ,
windows, celerestory windows, all complete with.
a) 10.3.2 5.5 mm thick glass sqm 48.00 836.65 40159.20
TOTAL CARRIED OVER TO SUMMARY 195249.78
FLOORING WORK
37 11.4 52 mm thick cement concrete flooring with concrete hardener topping Sqm 240.00 420.50 100920.00
under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse
sand: 4 graded stone aggregate 20 nominal size) and top layer 12 mm
thick cement hardener consisting of mix 1:2 (1 cement hardener mix: 2
stone aggregate 6 mm nominal size) by volume hardening compound is
mixed @ 2 Ltrs per 50 kg. of cement or as per manufacturer specifications.
This includes cost of cement slurry, but excluding the cost of nosing of
steps etc. complete
38 11.6 Cement plaster skirting (upto 30 cm height) with cement mortar 1:3 (1
cement: 3 coarse sand) finished with a floating coat of neat cement.

a) 11.6.1 18 mm thick Sqm. 100.00 258.20 25820.00

39 11.13 Providing & fixing glass strips in joints of terrazo/cement concrete floors.

a) 11.13.1 40 mm wide and 4 mm thick Mtr. 40.00 29.40 1176.00

Page 241
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
40 11.16 Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12
mm laid in floors, and landings, jointed with neat cement slurry mixed with
pigment to match the shade of the tiles including rubbing and polishing
complete with precast tiles on 20 mm thick bed of cement mortar 1:4 (1
cewment: 4 coarse sand)
a) 11.16.1 Light shade using white cement Sqm 40.00 769.35 30774.00
41 11.26 Kota stone slab flooring over 20 mm (average) thick base laid over and
jointed with grey cement slurry mixed with pigment to match the shade of
the slab including rubbing and polishing complete with base of cement
mortar 1:4 (1 cement: 4 coarse sand)

a) 11.26.1 25 mm thick Sqm 40.00 945.70 37828.00

42 11.27 Kota stone slab 25 mm thick in risers of steps, skirting dado and pillars Sqm 40.00 954.10 38164.00
laid on 12 mm(average) thick cement mortar 1:3 (1 cement : 3 coarse
sand) & jointed with grey cement slurry mixed with pigment to match the
shade of the slabs including rubbing and polishing complete.

TOTAL CARRIED OVER TO SUMMARY 234682.00

ROOFING WORK
43 12.21 Providing gola 75x75mm in cement concrete 1:2:4 (1 cement: 2 coarse
sand: 4 stone aggregate 10mm and down gauge) including finishing with
cement mortar 1:3 (1 cement: 3 fine sand) as per standard design:

a) 12.21.1 In 75x75mm deep chase Mtr. 80.00 109.05 8724.00

Page 242
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
44 12.22 Making khuras 45x45cm with average minmum thickness of 5cm cement Each 20.00 148.75 2975.00
concrete 1:2:4 (1 cement :2 coarse sand: 4 graded stone aggregate of 20
mm nominal size) over PVC sheet 1m x 1m x 400micron, finished with
12mm cement plaster 1:3 (1cement: 3 coarse sand) and a coat of neat
cement rounding of the edges and making and finishing the outlet
complete.
45 12.38 Providing and fixing MS holder bat clamps of approved design to C.I. or
S.C.I. rain water pipes embedded in and including cement concrete blocks
10 x 10 x 10 cm of 1:2:4 mix (1 cement:2 coarse sand : 4 graded stone
aggregate 20 mm nominal size) and cost of cutting holes and making good
the walls etc.

a) 12.38.2 For 150 mm dia pipe Each 24.00 121.80 2923.20

46 12.39 Providing lead caulked joints to sand cast iron rain water pipes and fittings:

a) 12.39.2 For 150 mm dia pipe Each 24.00 287.10 6890.40

47 12.40 Providing and fixing on wall face unplasticised-Rigid PVC rain water pipes
conforming to IS:13592 Type A including jointing with seal ring conforming
to IS:5382 leaving to 10mm gap for thermal expansion. (i) Single socketed
pipes:
a) 12.40.1.1 150mm diameter Mtrs 48.00 407.85 19576.80
48 12.42 Providing and fixing on wall face unplasticised- PVC moulded
fittings/accessories for unplasticised-Rigid PVC rain water pipes
conforming to IS:13592 Type A including jointing with seal ring conforming
to IS:5382 leaving to 10mm gap for thermal expansion.
a) 12.42.1 Coupler
i) 12.42.1.2 110mm Each 24.00 130.25 3126.00
b) 12.42.5 Bend 87.5"
i) 12.42.5.2 110mm bend Each 24.00 156.95 3766.80
c) 12.42.6 Shoe (plain)
i) 12.42.6.2 110mm shoe Each 24.00 287.05 6889.20

Page 243
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
49 12.43 Providing and fixing unplasticised- PVC pipe clips of approved design to
unplasticised-PVC rain water pipes by means of 50x50x50mm hard wood
plugs, screwed with MS screws of required length including cutting brick
work and fixing in cement mortar 1:4 (1 cement:4 coarse sand) and making
good the walls etc. complete.
a) 12.43.2 110mm Each 24.00 144.60 3470.40
50 12.44 Providing & fixing to the inlet mouth of rain water pipe cast iron grating Each 24.00 32.75 786.00
15cm diameter and weighing not less than 440 gms.
TOTAL CARRIED OVER TO SUMMARY 59127.80

FINISHING:
51 13.4 12mm cement plaster of mix :
a) 13.4.2 1:6 (1 cement : 6 coarse sand ) Sqm 600.00 112.50 67500.00
52 13.7 12mm cement plaster finished with a floating coat of neat cement of mix :

a) 13.7.1 1:4 (1 cement : 4 fine sand ) Sqm 40.00 107.80 4312.00

53 13.12 18 mm cement plaster in two coats under layer 12mm thick cement Sqm 120.00 123.50 14820.00
plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6mm thick cement
plaster 1:3 (1 cement: 3 coarse sand) finished rough with sponge.

54 13.5 15mm cement plaster on rough side of single or half brick wall of mix:
a) 13.5.2 1:6 (1 cement : 6 Coarse sand ) Sqm 520.00 130.20 67704.00
55 13.16 6 mm cement plaster to ceiling of mix :
a) 13.16.1 1:3 (1 cement : 3 fine sand ) Sqm. 220.00 101.00 22220.00
56 13.26 Providing and applying plaster of paris putty of 2mm thickness over Sqm. 1280.00 83.80 107264.00
plastered surface to prepare the surface even and smooth complete.
57 13.37 White washing with lime to give an even shade
a) 13.37.1 New work (three or more coats) Sqm. 600.00 11.75 7050.00
58 13.41 Distempering with oil bound washable distemper of approved brand and
manufacture to give an even shade.
a) 13.41.1 New work (two or more coats) over and including priming coat with cement Sqm 400.00 66.70 26680.00
primer
Page 244
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
59 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with "Silicone
additives of required shade
a) 13.47.1 New work (two or more coats applied @1.43 ltr/10 sqm over and including Sqm 400.00 80.45 32180.00
base coat of water proofing cement paint applied @2.20kg/10sqm)

60 13.60 Wall painting with plastic emulsion paint of approved brand and
manufacture to give an even shade :
a) 13.60.1 Two or more coats on new work Sqm 400.00 60.25 24100.00

61 13.50 Applying priming coat:

a) 13.50.1 With ready mixed pink or grey primer of approved brand and manufacturer sqm 600.00 25.85 15510.00
on wood work ( hard & soft wood)

a) 13.61 Painting with synthetic enamel paint of approved brand and manufacture to
give an even shade :
b) 13.61.1 Two or more coats on new work Sqm 200.00 53.85 10770.00
62 13.76 Forming groove of uniform size from 12x12mm and 25x15mm in plastered Mtr. 140.00 72.15 10101.00
surface as per approved pattern using wooden battens, nailed to the under
layer including removal of wooden battens, repair to the edges of panel
and finishing the groove complete as per specifications and direction of the
Engineer-In-Charge.

TOTAL CARRIED OVER TO SUMMARY 410211.00

Page 245
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)
NO.
WATER PROOFING:
63 22.7 Providing and laying integral cement based water proofing treatment
including preparation of suface as required for treatment of roofs,
balconies, terraces condisting of following operations: a) Applying and
grouting a slurry coat of neat cement using 2.75 kg./Sqm of cement
admixed with water proofing compound conforming to IS:2645 and
approved by Engineer-In-Charge over the RCC slab including adjoining
walls upto 300mm height including cleaning the surface before treatment.
b) Laying brick bats with mortar using broken bricks/brick bats 25mm to
115mm size with 50% of cement mortar 1:5 (1cement : 5 coarse sand)
admixed with water proofing cement compound conforming to IS:2645 and
approved by Engineer-In-Charge over 20mm thick layer of cement mortar
of mix 1:5 (1 cement: 5 coarse sand) admixed with water proofing
compound conforming to IS : 2645 and approved by the Engineer-In-
Charge to required slope & treating similarly the adjoining walls upto 300
mm height including rounding of junctions of walls and slabs.

c) After two days of proper curing applying a second coat of cement slurry
using 2.75 kg./sqm of cement admixed with water proofing comopound
conforming to IS:2645 and approved by the Engineer-In-Charge. d)
Finishing the surface with 20mm thick jointless cement mortar of mix 1:4 (1
cement : 4 coarse sand) admixed with water proofing compound
conforing to IS:2645 and approved by the Engineer-In-charge including
laying glass fibre cloth of approved quality in top layer of plaster and finally
finishing the surface with trowel with neat cement slurry and making
pattern of 300mmx 300mm square. e) The whole terrace so finished shall
be flooded with water for a minimum period of two weeks for curing and for
final test. All above operations to be done in order and as directed and
specified by the Engineer-In-Charge.

a) 22.7.1 With average thickness of 120mm and minimum thickness at khurra as Sqm 240.00 786.70 188808.00
65mm.

TOTAL CARRIED OVER TO SUMMARY 188808.00

Page 246
 NATIONAL BUILDINGS CONSTRUCTION CORPORATION LIMITED
"CONSULTANCY DIVISION"
NAME OF THE PROJECT: CONSTRUCTION. OF PROPOSED WORKSHOP FOR NIELIT AT AGARTALA,TRIPURA

GENERAL ABSTRACT OF COST

S.NO. DESCRIPTION ESTIMATED COST AS AS PER MARKET
PER DSR 2012 (RS.) RATE (RS.)

1.0 CIVIL WORK MAIN BUILDING 1638327.15 883331.17

2.0 INTERNAL ELECTRICAL WORK, 161034.00 76251.24
TOTAL 1799361.15 959582.41

Page 247
 NAME OF THE PROJECT: CONSTRUCTION. OF PROPOSED WORKSHOP FOR NIELIT AT AGARTALA,TRIPURA
ABSTRACT OF COST
SL.NO. DESCRIPTION AMOUNT BASED ON
DSR-2012 (RS.) NON SCHEDULED
MARKET RATE
1 CARRIAGE OF MATERIAL 662.30
2 EARTH WORK 265691.25
3 CONCRETE WORK 115082.25
4 RCC WORK 470543.50
5 BRICK WORK 680572.55
6 MARBLE WORK 46879.00
7 WOOD WORK 12111.65
8 STEEL WORK 536780.20
9 FLOORING WORK 97136.50
10 ROOFING WORK 202758.62
11 FINISHING WORK 93440.50
(A) 1638327.15 883331.17 (B)

Page 248
 NAME OF THE PROJECT: CONSTRUCTION. OF PROPOSED WORKSHOP FOR NIELIT AT AGARTALA,TRIPURA

CIVIL WORKS
SL. NO. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)

CARRIAGE OF MATERIALS
1 1.1. By mechnical transport including loading, unloading & stacking

1.1.1 Lime,moorum,Building rubbish

a) 1 KM Cum 10.00 66.23 662.30

TOTAL CARRIED OVER TO SUMMARY 662.30

EARTH WORK:
2 2.6 Earth work in excavation by mechanical means (Hydraulic excavator/manual
means over areas (exceeding 30cm in depth , 1.5m in width as well as 10
sqm on plan) including disposal of excavated earth,lead upto 50m and lift
upto 1.5m disposed earth to be levelled and neatly dressed.

a) 2.6.1 All kinds of soil. cum 25.00 129.35 3233.75

3 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of cum 525.00 83.80 43995.00
foundations etc. in layers not exceeding 20cm in depth, consolidating each
deposited layer by ramming and watering lead upto 50 mtrs. and lift upto 1.5
mtr.
4 2.27 Supplying and filling in plinth with local sand under floors including watering, Cum 90.00 749.30 67437.00
ramming consolidating and dressing complete.

5 2.34 Supplying chemical emulsion in sealed containers including delivery as

specified.
a) 2.34.1 Chlorpyriphos/Lindane Emulsifiable concentrate of 20%. Ltr. 40.00 185.95 7438.00

6 2.35 Diluting and injecting chemical chemical emulsion for POST

CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical
emulsion)

Page 249
SL. NO. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)

a) 2.35.3 Treatment of soil under existing floors using chemical emulsion @ one ltr.
Per hol, 300mm apart including drilling 12mm diameter holes and plugging
with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing floor.

i) 2.35.3.1 With Chlorpyriphos /Lindane E C. 20% with 1% concentration. Sqm 150.00 88.25 13237.50

7 16.3 Supplying and stacking at site:

a) 16.3.9 Good earth Cum 500.00 260.70 130350.00
TOTAL CARRIED OVER TO SUMMARY 265691.25
CONCRETE WORK:
8 4.1 Providing and laying in position cement concrete of specified grade
excluding the cost of centring and shuttering - All work upto plinth level:

b) 4.1.6 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal cum 22.00 3888.20 85540.40
size)
c) 4.1.8 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal cum 2.00 3593.30 7186.60
size)
9 4.11 Providing and laying damp-proof coarse 50mm thick cement concrete 1:2:4 Sqm 15.00 254.70 3820.50
(1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal
size)
10 4.12 Extra for providing and mixing water proofing material 'Impermo' or per 50 kg. 100.00 35.35 3535.00
equivalent in cement concrete work @ 1 kg. Per 50 Kg. of cement. cement
11 4.13 Applying a coat of residual petroleum bitumen of penetration 80/100 of Sqm 15.00 96.65 1449.75
approved quality using 1.7 kg. Per Sqm on damp proof course after cleaning
the surface with brushes and finally with a piece of cloth lightly soaked in
Kerosene oil.
12 4.17 Making Plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 Sqm 40.00 338.75 13550.00
Coarse sand :6 graded stone aggregate 20mm nominal size) over 75 mm
bed of dry bricks ballast 40mm nominal size well rammed and consolidated
and grouted with fine sand including finishing the top smooth.

TOTAL CARRIED OVER TO SUMMARY 115082.25

Page 250
SL. NO. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)

RCC WORK:
13 5.9 Centring and shuttering including strutting, propping etc. and removal of form
for:
a) 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 175.00 166.90 29207.50
e) 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 60.00 262.25 15735.00
14 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending,
placing in position and binding all complete
a) 5.22.6 Thermo-Mechanically Treated bars Kg. 3600.00 62.25 224100.00

15 5.22 A Reinforcement for R.C.C. work including straightening, cutting, bending,

placing in position and binding all complete
a) 5.22A.6 Thermo-Mechanically Treated bars Kg. 432.00 62.25 26892.00

16 5.33 Providing and laying in position machine batched, machine mixed and
machine vibrated design mix cement concrete of specified grade for
reinforced cement concrete work including pumping of concrete to site of
laying but excluding the cost of centring, shuttering, finishing and
reinforcement-including admixture in recommended proportions as per
IS:9103 to accelerate, retard setting of concretre, improve workability without
impairing strength and durability as per direction of Engineer-in-charge.

Note-cement content considered in this item is @330kg/cum. Excess/less

cement used as per design mix is payable /recoverable separately ).

a) 5.33.1 All works upto plinth level Cum 30.00 5242.15 157264.50
b) 5.33.2 All works above plinth level upto floor five level Cum 3.00 5781.50 17344.50

TOTAL CARRIED OVER TO SUMMARY 470543.50

Page 251
SL. NO. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)

BRICK WORK
NON-SCHEDULE ITEM:
17 NS Brick work with FPS bricks of class designation 100 in foundation & plinth in:

a) Cement mortar 1:6 (1 cement: 6 coarse sand) Cum 30.00 3964.2 118926.00
18 NS Brick work with F.P.S. bricks of class designation 100 in superstructure
above plinth level up to floor V level in all shapes and sizes in:
a) Cement mortar 1:6 (1 cement: 6 coarse sand) Cum 135.00 4160.34 561646.55
TOTAL CARRIED OVER TO SUMMARY 680572.55
MARBLE WORK:
19 8.2 Providing and fixing 18mm thick gang saw cut mirror (polished premoulded
and prepolished) machine cut for kitchen platforms, vanity counters, window
sills, facias and similar locations of required size of approved shade, colour
and texture laid over 20mm thick base cement mortar 1:4 (1 cement: 4
coarse sand) with joints treated with white cement, mixed with matching
pigment,epoxy touch ups, including rubbing curing, moudling and polishing
to edge to give high gloss finish etc. complete at all levels.

a) 8.2.1 White marble - Raj Nagar plain /udaipur green marble /zebra black marble

i) 8.2.1.2 Area of slab over 0.50 Sqm Sqm 10.00 1980.80 19808.00
b) 8.2.2 Granite of any colour and shade
i) 8.2.2.2 Area of slab over 0.50 Sqm Sqm 7.00 3083.40 21583.80
20 8.3 Extra for providing edge moulding to 18mm thick marble stone counters,
Vanities etc. Including machine polishing to edge to give high gloss finish
etc. Complete as per design approved by Engineer-in-Charge.

a) 8.3.1 Marble work. Mtr. 20.00 105.70 2114.00

21 8.5 Extra for providing opening of required size & shape for wash basins / Each 12.00 281.10 3373.20
kitchen sink in kitchen platfrom, vanity counters and similar location in
marble / Granite / stone work including necessary holes for pillar taps etc.
Including rubbing and polishing necessary etc. complete.
TOTAL CARRIED OVER TO SUMMARY 46879.00

Page 252
SL. NO. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)

WOOD WORK:
22 9.20 Providing and fixing ISI marked flush door shutters conforming to IS:2202 .
(Part-I) decorative type, core of block board construction with frame of 1st
class hard wood and well matched commercial 3 ply veneering with
vertical grains or cross bands and face veneers on both faces of shutters.

a) 9.20.1 35 mm thick including ISI marked stainless steel butt hinges with necessary Sqm 4.00 2159.05 8636.20
screws.
23 9.96 Providing and fixing aluminium sliding door bolts ISI marked anodised
(anodic coating not less than grade AC 10 as per IS: 1868) transparent or
dyed to required colour or shade with nuts and screws etc. complete:

a) 9.96.1 300 x 16 mm Each 2.00 203.80 407.60

24 9.97 Providing and fixing aluminium tower bolt ISI marked anodised (anodic
coating not less than grade AC 10 as per IS :1868) transparent or dyed to
required colour or shade with necessary screws etc. complete:

a) 9.97.1 300x10 mm Each 4.00 100.40 401.60

b) 9.97.2 250x10 mm Each 4.00 86.45 345.80
c) 9.97.4 150x10 mm Each 0.00 59.00 0.00
25 9.83 Providing & fixing IS:3564 marked aluminium Die cast body tubular type Each 2.00 610.60 1221.20
universal hydraulic door closer with necessary accessories and screws etc.
complete
26 9.100 Providing and fixing aluminium handles ISI marked anodised (anodic
coating not less than grade AC 10 as per IS:1868) transparent or dyed to
required colour or shade with necessary screws etc. complete:

a) 9.100.1 125 mm Each 4.00 62.50 250.00

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SL. NO. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)

27 9.101 Providing and fixing aluminium hanging floor door stopper ISI marked
anodised (anodic coating not less than grade AC 10 as per IS :1868)
transparent or dyed to required colour or shade with necessary screws etc.
complete:

a) 9.101.2 Twin rubber stopper Each 2.00 71.55 143.10

28 9.103 Providing & fixing bright finished brass 100 mm mortice latch & lock ISI Each 1.00 706.15 706.15
marked with 6 levers and a pair of anodised(anodic coating not less than
grade AC 10 as per IS :1868) aluminium lever handles with necessary
screws etc. complete (Best make of approved quality)
TOTAL CARRIED OVER TO SUMMARY 12111.65
STEEL WORK
29 10.14 Providing and fixing pressed steel door frames conforming to IS:4351
manufactured from commercial mild steel sheet of 1.25 mm thickness
including hinges, jamb, lock jamb, bead and if required angle threshold of
mild steel angle of section 50x 25 mm, or base ties of 1.25 mm pressed mild
steel welded or rigidly fixed together by mechanical means, adjustable lugs
with split end tail to each jamb including steel butt hinges 2.5 mm thick with
mortar guards, lock strike-plate and shock absorbers as specified and
applying a coat of approved steel primer after pre-treatment of the surface as
directed by the Engineer-in-charge.
a) 10.14.1 Profile B
i) 10.14.1.1 Fixing with adjustable lugs with split end tail to each jamb Mtr 6.00 346.75 2080.50
30 10.2 Structural steel work revited, bolted or welded in built up sections, trusses Kg. 7900.00 66.50 525350.00
and framed work including cutting, hoisting, fixing in position and applying a
priming coat of approved steel primer all complete:
31 10.18 Providing and fixing circular/hexagonal cast iron or MS sheet box for ceiling Each 6.00 117.45 704.70
fan clamp of internal dia 140mm, 73mm height, top lid of 1.5mm thick M.S.
sheet with its top surface hacked for proper bonding, top lid shall be screwed
into the cast iron/ MS box by means of 3.3mm dia round headed screws,
one lock at the corners. Clamps shall be made of 12mm dia M.S. bar bent to
shape as per standard drawing.
a) 10.26 Providing and fixing hand rail of approved size by welding etc. to steel ladder
railing, balcony railing & staircase railing including applying a priming coat of
approved steel primer.
i) 10.26.1 MS tube Kg. 100.00 86.45 8645.00
TOTAL CARRIED OVER TO SUMMARY 536780.20

Page 254
SL. NO. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)

FLOORING WORK
32 11.4 52 mm thick cement concrete flooring with concrete hardener topping under Sqm 200.00 420.50 84100.00
layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand: 4
graded stone aggregate 20 nominal size) and top layer 12 mm thick cement
hardener consisting of mix 1:2 (1 cement hardener mix: 2 stone aggregate 6
mm nominal size) by volume hardening compound is mixed @ 2 Ltrs per 50
kg. of cement or as per manufacturer specifications. This includes cost of
cement slurry, but excluding the cost of nosing of steps etc. complete

33 11.6 Cement plaster skirting (upto 30 cm height) with cement mortar 1:3 (1
cement: 3 coarse sand) finished with a floating coat of neat cement.

a) 11.6.1 18 mm thick Sqm. 15.00 258.20 3873.00

34 11.13 Providing & fixing glass strips in joints of terrazo/cement concrete floors.

a) 11.13.1 40 mm wide and 4 mm thick Mtr. 50.00 29.40 1470.00

35 11.16 Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12
mm laid in floors, and landings, jointed with neat cement slurry mixed with
pigment to match the shade of the tiles including rubbing and polishing
complete with precast tiles on 20 mm thick bed of cement mortar 1:4 (1
cewment: 4 coarse sand)
a) 11.16.1 Light shade using white cement Sqm 10.00 769.35 7693.50

TOTAL CARRIED OVER TO SUMMARY 97136.50

ROOFING WORK
NON-SCHEDULE ITEM:
36 NS Providing and fixing polycarbonate sheet of imm thickness approved quality Sqm 245.00 827.59 202758.62
with all aceesories such as ridges, gutters, valleys, flashings 500mm width
made as pers specifications above with colur coating and guard film fitted
with self drilling, self tapping screws all fitted with EEDP washers all to be
fitted to the structural steel to achieve proper profile as per drawings
specifications and directions of the Engineer.

TOTAL CARRIED OVER TO SUMMARY 202758.62

Page 255
SL. NO. DSR NO. DESCRIPTION OF ITEM UNIT QTY. RATE (RS.) AMOUNT (RS.)

FINISHING:
37 13.4 12mm cement plaster of mix :
a) 13.4.2 1:6 (1 cement : 6 coarse sand ) Sqm 150.00 112.50 16875.00
38 13.5 15mm cement plaster on rough side of single or half brick wall of mix:
a) 13.5.2 1:6 (1 cement : 6 Coarse sand ) Sqm 160.00 130.20 20832.00
39 13.41 Distempering with oil bound washable distemper of approved brand and
manufacture to give an even shade.
a) 13.41.1 New work (two or more coats) over and including priming coat with cement Sqm 160.00 66.70 10672.00
primer
40 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with "Silicone
additives of required shade
a) 13.47.1 New work (two or more coats applied @1.43 ltr/10 sqm over and including Sqm 150.00 80.45 12067.50
base coat of water proofing cement paint applied @2.20kg/10sqm)

a) 13.61 Painting with synthetic enamel paint of approved brand and manufacture to
give an even shade :
b) 13.61.1 Two or more coats on new work Sqm 150.00 53.85 8077.50
41 18.12 Providing and fixing GI pipes complete with G.I fittings including trenching
and refilling etc
External work
18.12.6 50 mmdia nominal bore meter 70.00 355.95 24916.50
TOTAL CARRIED OVER TO SUMMARY 93440.50

Page 256
 NATIONAL BUILDINGS CONSTRUCTION CORPORATION LIMITED
COUNSULTANCY DIVISION
NAME OF PROJECT :CONSTRUCTION WORK OF NEILET, AGARTALA
NAME OF WORK : PROVIDING INTERNAL ELECTRICAL INSTALLATIONS IN WORK SHOP AT NEILET, AGARTALA
S.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
(A): SCHEDULE ITEMS
1 1.10 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated
copper conductor single core cable in surface / recessed medium class PVC conduit, with
modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC
insulated copper conductor single core cable etc as required.
a) 1.10.3 Group C Point 31 664.00 20584.00
2 1.12 Wiring for light/power plug with 2x4 Sq.mm FR PVC insulated, copper conductor, single core Metre 308 162.00 49896.00
cable in surface/recessed PVC conduit alongwith 1 No. 4 Sq.mm FR PVC insulated copper
conductor single core cable for loop earthing as required.
3 1.13 Wiring for light/power plug with 4x4 Sq.mm FR PVC insulated, copper conductor, single core Metre 132 268.00 35376.00
cable in surface/recessed PVC conduit alongwith 2 Nos. 4 Sq.mm FR PVC insulated copper
conductor single core cable for loop earthing as required.
4 1.14 Wiring for circuit/sub main wiring alongwith earth wire with the following sizes of PVC insulated
copper conductor, single core cable in surface/recessed PVC conduit as required.
a) 1.14.1 2x1.5 Sqmm + 1x1.5 Sq.mm (For circuit wiring) Metre 207 107.00 22149.00
b) 1.14.4 2x6 Sqmm + 1x6 Sq.mm Metre 206.00 0.00
b) 1.14.5 2 X 10 sq. mm + 1 X 10 sq. mm earth wire Metre 310.00 0.00
d) 1.14.9 4x6 Sqmm + 2x6 Sq.mm Metre 358.00 0.00
e) 1.14.11 4x10 Sqmm + 2x10 Sq.mm Metre 562.00 0.00
5 1.25 Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch Each 12 322.00 3864.00
box including connections but excluding modular plate etc. as required.
6 1.26 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding Each 4 22.00 88.00
modular plate as required.

Page 257
S.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
7 1.27 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for
modular switches in recess etc as required.
a) 1.27.3 4 Module (125mmX75mm) Each 2 173.00 346.00
b) 1.27.4 6 Module (200mmX75mm) Each 2 221.00 442.00
8 1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in Each 11 366.00 4026.00
recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16
amps modular switch, connection etc. as required.
9 1.41 Installation, testing and commissioning of prewired fluorescent fitting/compact fluorescent fitting Each 4 69.50 278.00
of all types, complete with all accessories and tubes etc. directly on ceiling/wall including
connection 1.5 Sqmm FR PVC insulated, copper conductor, single core cable and earthing etc.
as required.
10 1.42 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent Each 15 195.00 2925.00
fitting of all types, complete with all accessories and tube etc., including supplying and fixing ball
and socket arrangement, 2 no. down rods of 20 mm dia X 1.6 mm thick steel conduit upto 30 cm
length, painting and wiring the down rods and connection with 1.5 sq. mm FR PVC insulated,
copper conductor, single core cable and earthing etc. as required.
11 1.44 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard Each 12 73.50 882.00
length (upto 30 cm) with 1.5 sq. mm FR PVC insulated, copper conductor, single core cable etc.
as required.
12 1.49 Numbering of ceiling fan/exhaust fan/ fluorescent fittings as required. Each 31 19.50 605.00
13 2.13 Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB
complete with connections, testing and commissioning etc. as required.
a) 2.13.2 63 amps Each 1 563.00 563.00
14 2.3 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board,
240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din
bar, interconnections, powder painted including earthing etc. as required. (But without
MCB/RCCB/Isolator)
a) 2.3.3 2 + 8 way, Single door Each 1 553.00 553.00
b) 2.3.4 2 + 12 way, Single door Each 1 696.00 696.00

Page 258
S.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
15 2.5 Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 volts, TPN
MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps
tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB's (but without
MCB's and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3
a) 2.5.1 phase
4 outlets
way (4 + 12),are required.)
Single door Each 1 2691.00 2691.00
16 2.10 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker
suitable for inductive load of following poles in the existing MCB DB complete with connections,
testing and commissioning etc. as required.
a) 2.10.1 Single pole Each 18 141.00 2538.00
b) 2.10.2 Single pole and neutral Each 2 367.00 734.00
c) 2.10.5 Triple pole and neutral Each 2 723.00 1446.00
17 2.11 Supplying & fixing single pole blanking plate in the existing MCB DB complete etc. as required. Each 2 5.50 11.00

18 2.14 Supplying and fixing of following rating, double pole, (single phase & neutral), 240 Volts, residual
current circuit breaker (RCCB), having a sensitivity current upto 300 mA in the existing MCB DB
complete with connections, testing and commissioning as required.
a) 2.14.1 25 Amps Each 1 1318.00 1318.00
b) 2.14.2 40 Amps. Each 1 1394.00 1394.00
19 5.2 Earthing with GI earth pipe 4.5 m long, 40mm dia including accessories, and providing masonary Set 2 3385.00 6770.00
enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal /
coke and salt as required.
20 5.9 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth Metre 5.00 97.50 488.00
electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required.
(Jointing shall be done by overlapping and with 2 sets of G.I nut bolt & spring washer spaced at
50mm)
21 5.18 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with Metre 19.00 19.50 371.00
existing surface/ recessed conduit/ submain wiring/ cable as required.
TOTAL FOR SCHEDULE ITEMS 161034.00

Page 259
S.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
(B) NON-SCHEDULE ITEMS:
Supplying of light fittings complete with all standard accessories of the following type as required.
22 NS
2x36 W Fl. Fitting (Mirror optics) as per Bajaj Product. No BLMRA 236 TD with lamp or similar
a) Each 15 3604.83 54072.41
specification of other approved makes.
1x28 W Fl. Fitting (Street Light) as per Bajaj Product. No BTSLF 128 T5 with lamp or similar
b) Each 4 1326.21 5304.83
specification of other approved makes.
Supplying of approved make ceiling fan of double ball bearing of the following sizes with
23 NS resistance type regulator and its all accessories suitable for operation on 230V single phase, 50
Hz, AC supply complete as required.
a) 1400mm sweep (USHA/GEC/ CROMPTON/ BAJAJ/HAVELLS) Each 12 1406.21 16874.00
TOTAL FOR NON-SCHEDULE ITEMS (B) RS. 76251.24

Page 260
 NAME OF WORK: CONSTRUCTION OF SEPTIC TANK FOR NIELIT AT AGARTALA.

SL. NO. DSR DESCRIPTION OF ITEM UNIT QTY. RATE AMOUNT

NO. (RS.) (RS.)
CARRIAGE OF MATERIALS
1 1.1. By mechnical transport including loading, unloading & stacking
1.1.1 Lime,moorum,Building rubbish

a) 5 KM Cum 105.00 100.74 10577.70

EARTH WORK:
2 2.8 Earth work in excavation by mechanical means (Hydraulic
excavator/manual means in foundation treanches or drains (not
exceeding 1.5m in width or 10 sqm on plan) including dressing of sides
and ramming of bottoms, lift upto 1.5m, including getting out the
excavated soil and disposal of surplus excavated soil as directed within a
a) 2.8.1 All kinds of soil. Cum 100.00 130.80 13080.00

3 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides cum 100.00 83.80 8380.00
of foundations etc. in layers not exceeding 20cm in depth, consolidating
each deposited layer by ramming and watering lead upto 50 mtrs. and lift
upto 1.5 mtr.
4 2.26 Extra for every additional lift of 1.5m or part thereof.

a) 2.26.1 All kinds of soil. Cum 10.00 34.60 346.00

Page 261
 CONCRETE WORK:
5 4.1 Providing and laying in position cement concrete of specified grade
excluding the cost of centring and shuttering - All work upto plinth level:

a) 4.1.8 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm cum 7.00 3593.30 25153.10
nominal size)
RCC WORK:
6 5.9 Centring and shuttering including strutting, propping etc. and removal of
form for:

a) 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 20.00 166.90 3338.00

b) 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and sqm 130.00 285.15 37069.50
string courses etc.
c) 5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 50.00 311.20 15560.00

d) 5.9.16 Edges of slabs and breaks in floors and walls

e 5.9.16.1 Under 20 cms wide Mtr. 50.00 99.45 4972.50
7 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending,
placing in position and binding all complete
a) 5.22.6 Thermo-Mechanically Treated bars Kg. 7440.00 62.25 463140.00

Page 262
8 5.33 Providing and laying in position machine batched, machine mixed and
machine vibrated design mix cement concrete of specified grade for
reinforced cement concrete work including pumping of concrete to site of
laying but excluding the cost of centring, shuttering, finishing and
reinforcement-including admixture in recommended proportions as per
IS:9103 to accelerate, retard setting of concretre, improve workability
without impairing strength and durability as per direction of Engineer-in-
charge.
Note-cement content considered in this item is @330kg/cum. Excess/less
cement used as per design mix is payable /recoverable separately ).

a) 5.33.1 All works upto plinth level Cum 60.00 5242.15 314529.00

FLOORING WORK

9 11.3 Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone
aggr.) finished with a floating coat of neat cement including cement
slurry, but excluding the cost of nosing of steps etc. complete
a) 11.3.1 40 mm thick with 20 mm nominal size stone aggr. Sqm 60.00 280.05 16803.00

FINISHING WORK

10 13.7 12mm cement plaster finished with a floating coat of neat cement of mix :

a) 13.7.1 1:4 (1 cement : 4 fine sand ) Sqm 155.00 169.50 26272.50

11 13.16 6 mm cement plaster to ceiling of mix :

a) 13.16.1 1:3 (1 cement : 3 fine sand ) Sqm. 71.00 101.00 7171.00

Page 263
12 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic Each 20 256.75 5135.00
encapsulated as per IS:10910 on 12mm dia steel bar comforming to
IS:1786 having minimum cross section as 23mm x 25mm and over all
minimum length 263 mm and width as 165mm with minimum 112mm
space between protruded legs having 2mm tread on top surface by
ribbing or chequiring besides necessary & adequate anchoring
projections on tail length on 138mm as per standard drawing and
suitabbe to with stend the bend test and chemical resistance test as per
specifications and having manufacture's permanent identification mark to
be visible even after fixing, including fixing in manholes with 30x20x15cm
cement concrete block 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone
aggregate 20mm nominal size) complete as per design.

13 19.18 Supplying and fixing CI cover with frame for underground water tank:
a) 19.18.3 560mm diameter CI cover & frame (heavy duty) the weight of the cover each 4 5289.10 21156.00
and frame to be not less than 216 kg. (The wt. of cover 108 kg. and the
wt. of frame 108 kg.)
14 19.32 Making soak pit 2.5m diameter 3.0 mtr. deep with 45x45cm dry brick
honey comb shat with bricks of class designation 75 and SW drain pipe
100mm diameter, 1.8m long complete as per standard design.
a) 19.32.1 With F.P.S bricks Each 4 15228.15 60913.00
15 22.4 Providing and placing in position suitable PVC water stops conforming to
IS:12200 for construction/ expansion joints between two RCC members
and fixed to the reinforcement with binding wire before pouring concrete
etc. complete.

a) 22.4.2 Dumb bell with central bulb (180mm wide, 8mm thick) Mtr 200.00 413.85 82770.00

TOTAL CARRIED OVER TO SUMMARY 1116366.30

Page 264
 NAME OF WORK: CONSTRUCTION OF UNDERGROUND WATER TANK FOR NIELIT AT AGARTALA TRIPURA

SL. DSR DESCRIPTION OF ITEM UNIT QTY. RATE AMOUNT (RS.)

NO. NO. (RS.)
CARRIAGE OF MATERIALS
1 1.1. By mechnical transport including loading, unloading & stacking
1.1.1 Lime,moorum,Building rubbish

a) 5 KM Cum 5.00 100.74 503.70

EARTH WORK:
2 2.8 Earth work in excavation by mechanical means (Hydraulic excavator/manual
means in foundation treanches or drains (not exceeding 1.5m in width or 10 sqm
on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m,
including getting out the excavated soil and disposal of surplus excavated soil as
directed within a lead of 50 mtr.
a) 2.8.1 All kinds of soil. Cum 100.00 130.80 13080.00

3 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of Cum 100.00 83.80 8380.00
foundations etc. in layers not exceeding 20cm in depth, consolidating each
deposited layer by ramming and watering lead upto 50 mtrs. and lift upto 1.5 mtr.
2.26 extra for every additional lift of 15m or part thereof in.

4 2.26.1 All kinds of soil. Cum 20.00 34.60 692.00

Page 265
 CONCRETE WORK:
5 4.1 Providing and laying in position cement concrete of specified grade excluding the
cost of centring and shuttering - All work upto plinth level:
a) 4.1.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cum 2.00 4514.05 9028.10

b) 4.1.8 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) Cum 10.00 3593.30 35933.00

6 4.17 Making Plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 Sqm 30.00 338.75 10162.50
Coarse sand :6 graded stone aggregate 20mm nominal size) over 75 mm bed of
dry bricks ballast 40mm nominal size well rammed and consolidated and grouted
with fine sand including finishing the top smooth.

RCC WORK:
7 5.9 Centring and shuttering including strutting, propping etc. and removal of form for:

a) 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 20.00 166.90 3338.00

b) 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string sqm 150.00 285.15 42772.50
courses etc.
c) 5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 50.00 311.20 15560.00
d 5.9.16 Edges of slabs and breaks in floors and walls
e 5.9.16.1 Under 20 cms wide Mtr. 30.00 99.45 2983.50
8 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in
position and binding all complete
a) 5.22.6 Thermo-Mechanically Treated bars Kg. 6765.00 62.25 421121.25

Page 266
9 5.33 Providing and laying in position machine batched, machine mixed and machine
vibrated design mix cement concrete of specified grade for reinforced cement
concrete work including pumping of concrete to site of laying but excluding the cost
of centring, shuttering, finishing and reinforcement-including admixture in
recommended proportions as per IS:9103 to accelerate, retard setting of concretre,
improve workability without impairing strength and durability as per direction of
Engineer-in-charge.
Note-cement content considered in this item is @330kg/cum. Excess/less cement
used as per design mix is payable /recoverable separately ).

a) 5.33.1 All works upto plinth level Cum 55.00 5242.15 288318.25

FLOORING WORK
10 11.3 Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggr.)
finished with a floating coat of neat cement including cement slurry, but excluding
the cost of nosing of steps etc. complete
a) 11.3.1 40 mm thick with 20 mm nominal size stone aggr. Sqm 50.00 280.05 14002.50

FINISHING:
11 13.4 12mm cement plaster of mix :
a) 13.4.2 1:6 (1 cement : 6 coarse sand ) Sqm 125.00 112.50 14062.50

12 13.7 12mm cement plaster finished with a floating coat of neat cement of mix :
a) 13.7.2 1:6 (1 cement : 6 coarse sand ) Sqm 200.00 153.45 30690.00
13 13.16 6 mm cement plaster to ceiling of mix :
a) 13.16.1 1:3 (1 cement : 3 fine sand ) Sqm. 50.00 101.00 5050.00
14 13.50.1 With ready mixed pink or grey primer of approved brand and manufacturer on sqm 10.00 25.85 258.50
wood work ( hard & soft wood)
b) 13.50.3 With ready mixed red oxide zinc chromate primer of approved brand and sqm 10.00 20.70 207.00
manufacturer on steel galvanised iron/steel works.
15 13.61 Painting with synthetic enamel paint of approved brand and manufacture to give an
even shade :

a) 13.61.1 Two or more coats on new work Sqm 10.00 53.85 538.50

Page 267
 DRAINAGE
16 18.26 Providing & laying flanged CI standard specials such as tees, bends, collars,
tapers, caps etc. suitable for flanged jointing as per IS-1538:
a) 18.26.1 Upto 300mm dia Qtl. 1.00 6351.10 6351.00

17 18.27 Providing & laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming
to IS:1536:
a) 18.27.1 100mm dia. Pipe Mtr. 10.00 986.40 9864.00

18 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic Each 30 256.75 7702.50
encapsulated as per IS:10910 on 12mm dia steel bar comforming to IS:1786
having minimum cross section as 23mm x 25mm and over all minimum length 263
mm and width as 165mm with minimum 112mm space between protruded legs
having 2mm tread on top surface by ribbing or chequiring besides necessary &
adequate anchoring projections on tail length on 138mm as per standard drawing
and suitabbe to with stend the bend test and chemical resistance test as per
specifications and having manufacture's permanent identification mark to be
visible even after fixing, including fixing in manholes with 30x20x15cm cement
concrete block 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20mm
nominal size) complete as per design.

19 19.18 Supplying and fixing CI cover with frame for underground water tank:
a) 19.18.3 560mm diameter CI cover & frame (heavy duty) the weight of the cover and frame Each 4 5289.10 21156.00
to be not less than 216 kg. (The wt. of cover 108 kg. and the wt. of frame 108 kg.)

Page 268
 WATER PROOFING:
20 22.1 Providing & laying integral cement based treatment for water proofing on horizontal
surfaces at all levels as directed by Engineer-In-Charge and consisting of: Ist layer
of 20mm to 25mm thick approved and specified rough stone slab over a 25mm
thick base of cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water
proofing compound 'conforming to IS:2645 in the recommended proportion over
the leveling course (leveling course to be paid separately). Joints sealed and
grouted with cement slurry mixed with water proofing compound. ii) 2nd layer of
25mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water
proofing compound in recommended proportion. iii) Finishing top with stone
aggregate of 10mm to 12mm nominal size spreading @ 8 cudm/Sqm thoroghly
embedded in the 2nd layer.
a) 22.1.1 Using rough kota stone Sqm 50.00 732.85 36642.50

21 22.2 Providing and laying integral cement based treatment for water proofing on the
vertical surface by fixing specified stone slab 22mm to 25mm thick with cement
slurry mixed with water proofing compound conforming to IS:2645 in recommended
proportions with a gap of 20mm (minimum) between stone slabs and the receiving
surfaces and filling the gaps with neat cement slurry mixed with water proofing
compound and finishing the exterior of stone slab with cement punning mixed with
water proofing compound in recommended proportion complete at all levels and as
directed by Engineer-In-Charge.
a) 22.2.1 Using rough kota stone Sqm 160.00 884.90 141584.00
22 22.4 Providing and placing in position suitable PVC water stops conforming to IS:12200
for construction/ expansion joints between two RCC members and fixed to the
reinforcement with binding wire before pouring concrete etc. complete.

a) 22.4.2 Dumb bell with central bulb (180mm wide, 8mm thick) Mtr 150.00 413.85 62077.50

TOTAL CARRIED OVER TO SUMMARY 1202059.30

Page 269
 Name of Work:- CONSTRUCTION OF TUBEWELL FOR NIELIT AT AGARTALA TRIPURA
Sl.No DSR 2012 DESCRIPTION OF ITEM UNIT QTY Rate (Rs) Amount (Rs)
Sub Head BOREWELL
1 NS Drilling by suitable rig as per IS : 2800-1979 (percussion or combination rig ) or Reverse Rotary to
suit site condition from ground level in all kind of soils and weathered rock including boulders
(excluding rock ) diameter of bore 550mm including carry out hydrological survey report before
boring & getting the approval based on Hydrogeological survey before start of the work.

0-60m metre 60.00 551.72 33103.45

60-120m metre 60.00 620.69 37241.38
120-180m metre 60.00 689.66 41379.31

2 NS Extra additional for drilling in Ordinary Rock if any found metre 40.00 1034.48 41379.31

3 NS Extra additional for drilling in Hard Rock if any found metre 40.00 1379.31 55172.41

4 NS Providing and lowering uPVC casing/housing pipe 200mm dia. with wall thickness 10 mm metre 80.00 1034.48 82758.62
conforming to IS :12818 including sockets of standard design.
5 NS Providing & fixing uPVC screen/slotted pipe with 1.5 mm to 3mm (slots as per strata condition)
including sockets of standard design as per IS: 12818/1992.

200 mm dia uPVC socketed pipe with wall thickness 10.0 mm metre 120.00 137.93 16551.72
6 NS Providing and fixing in position threaded iron cap with locking arrangement of approved design to Each 2.00 689.66 1379.31
prevent foreign matters getting into the bore-hole as required.

7 NS Providing and laying rounded pea gravel washed & served 3 to 6 mm nominal bore. Cum 24.00 482.76 11586.21
8 NS Providing and laying cement concrete 1:2:4 mix for sanitary sealing of well at top. Cum 3.00 2413.79 7241.38

9 NS Supplying, lowering and fixing in position PVC bail plug with "U" hooks as per IS:2800-1964. Each 2.00 344.83 689.66

10 NS Development of Tubewell including testing of yield depression & quality of water (for all
parameters of portable water), contractor to obtain certificate for quality for water from Competent
Authority approved by client or Engineer- In -Charge.

Page 270
Sl.No DSR 2012 DESCRIPTION OF ITEM UNIT QTY Rate (Rs) Amount (Rs)

11 NS Development of Tube well by high capacity air compressor till the clear water discharge but not per hour 160.00 689.66 110344.83
more than 100 hours.

12 NS Additional development of Tube well by high an over pumping unit till complete development of per hour 100.00 827.59 82758.62
tube well does not clear by maximum 100 hours air compressor

13 NS Tranportation, mobilisation and demobilisation or drilling equipment and ancillary equipment to set 2.00 13793.10 27586.21
site including clearing and cleaning the site after completion of work.

14 NS Providing and fixing brass full way valve with C.I. wheel of approved make, tested to a pressure of
21 kg/sqcm.
100 mm dia Each 2.00 1241.38 2482.76

15 NS Providing and fixing gunmetal non return valve of approved make tested to a pressure of
21kg/sqcm.
100 mm dia Each 2.00 1379.31 2758.62
16 NS Providing & fixing G.I pipes (Heavy Class) confirming to IS 1239 with special fittings in external
works including earthwork ,excavationin all kinds of soil including ordinary rock,refilling, painting
pipes & fitting with two coats of anti corrosive paint complete in alll respects.

100 mm dia Metre 200.00 689.66 137931.03

17 NS Providing & filling sand of grading zone V or coarser grade all around GI pipe in external work

100 mm dia Metre 200.00 68.97 13793.10

Page 271
Sl.No DSR 2012 DESCRIPTION OF ITEM UNIT QTY Rate (Rs) Amount (Rs)
18 NS Submersible pumps
19 NS Providing and installing submersible pump suitable for 8" dia casing of bore with SS impeller,
high tensile SS shaft, copper wound squirrel cage wet type induction motor 2880 rpm, 415 V, 50
Hz,3 phase A.C. supply, conforming to ISS: 8034-1976, capacity 500 litre per minute at 70 - 120
m head along with a directly coupled submersible type squirrel cage electric induction 12.5 H.P.
motor suitable for operation on 400 V, 3 phase, 50 c.p.s. A.C. supply, water lubricated bearings
and provided with pivoted segment type thrust bearings to withstand non-vertical lead with
minimum wear and tear and duly fitted with device to take up the expansion of water with heating
of motor, including supply, testing and commissioning of elctrical panel from the same
manufacturer, complete with all accessories in all respects. The contractor to obtain approval for
model and make of pumpset & suitable Electrical panel after having yield report of fully
developed tube well and submite actual bore strata chart.(One working & one Stand by to be kept
in store).
Insulated Cable end termination along with its accessories complete as required.
Supply and making straight through joint heat shrinkable type of size 4x4 sq.mm copper set 2.00 124137.93 248275.86
SUB TOTAL (Bore Well) 954413.79

Page 272
 NAME OF THE PROJECT: CONSTRUCTION OF IRON REMOVAL PLANT FOR NIELIT AT AGARTALA TRIPURA

BILL OF QUANTITIES

Sl.No DSR 2012 DESCRIPTION OF ITEM UNIT QTY Rate (Rs) Amount (Rs)
Sub Head
1 NS Providing and installing & commissioning of package type Iron Removal
Plant Comprising of iron removal filter of dual media filter with anthracite
coal,filter gravel ,polypropelene double hexagonal nut strainer etc.,mixing
chamber for coagulants like sodium alluminates etc., oxidation chamber
with manganese dioxide ,meterning pump for coagulant dosing ,air
compressor of suitable capacity with motor ,back washing arrangements,
disinfection with sodium hypochlorite solution through metering pump ,all
necessary pipes for raw water collection ,inter collecting all chambers
,delivery outlet as necessary with 150 mm dia MS pipe alongwith all related
civil,mechanical and electrical works etc. complete as per approved process
flow ,technical specification and direction of the Engineer -in- charge.

A 5000 GPH Each 1 553172.41 553172.41

TOTAL NON SCHEDULE ITEM 553172.41

Page 273
NAME OF THE WORK:PROPOSED CONSTRUCTION OF ROAD WORK FOR NIELIT AT AGARTALA
, TRIPURA.

ROAD WORK= 4000 SQM

S.NO. DSR NO. DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT (RS.)
(RS.)
SCHEDULE ITEMS:
1 2.3 Banking excavated earth work in layers not exceeding 20cm in
depth, breaking clods, watering, rolling each layer with 1/2 tonne
roller or wooden or steel rammers and rolling every 3rd and top
most layer with power roller of minimum 8 tonnes and dressing up
in embankments for roads, flood banks, marginal banks and guide
banks etc., lead upto 50m and lift upto 1.5m.
a) 2.3.1 All kinds of soil. cum 800.00 181.25 145000.00
2 2.25 Filling available excavated earth (excluding rock) in trenches, cum 8000.00 83.80 670400.00
plinth, sides of foundations etc. in layers not exceeding 20cm in
depth, consolidating each deposited layer by ramming and
watering lead upto 50 mtrs. and lift upto 1.5 mtr.
3 16.1 Preparation and consolidation of sub-grade with power road roller Sqm 4000.00 61.25 245000.00
of 8 to 12 tonne capacity after excavating earth to an average of
22.5cm depth, dressing to camber and consolidating with road
roller including making good the undulations etc. and re-rolling the
sub-grade and disposal of surplus earth lead upto 50 mtr.

3A 16.2 Extra for compaction of earth work in embankment under optimum Cum 8000.00 7.75 62000.00
moiture conditions to give at least 95% of the maximum dry dencity

4 16.3 Supplying and stacking at site:

a) 16.3.1 90mm to 45mm size stone aggregate Cum 600.00 1010.75 606450.00
b) 16.3.2 63mm to 45mm size stone aggregate Cum 300.00 1100.80 330240.00

c) 16.3.3 53mm to 22.4mm size stone aggregate Cum 300.00 1190.80 357240.00

Page 274
S.NO. DSR NO. DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT (RS.)
(RS.)
f) 16.3.9 Good earth Cum 8000.00 260.70 2085600.00

g) 16.3.10 Moorum Cum 100.00 624.45 62445.00

5 16.4 Laying spreding and compacting stone aggregate of specified Cum 1200.00 330.15 396180.00
sizes to WBM specifications including spreading in uniform
thickness, hand packing, rolling with 3 wheeled road / vibratory
roller 8-10 tonne in stages to proper grade and camber, applying
and brooming requisite type of screening binding matterial to fill up
interstices of coarse aggregate watering and compacting to the
required density.
6 16.30 Providing and applying tack coat using hot straight run bitumen of
grade 80/100 including heating the bitumen, spraying the bitumen
with mechanically operated spray unit fitted on bitumen boiler,
cleaning and prparing the existing road surface as per
specification.
a) 16.30.1 On W.B.M. @ 0.75 kg./Sqm Sqm 4000.00 40.15 160600.00
7 16.33 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of
stone chippings of 13.2mm and 11.2mm size respectively per 100
sqm and 52 kg. and 56 kg. of hot bitumen per cum of stone
chippings of 13.2mm and 11.2mm size respectively including a
tack coat with hot straight run bitumen including consolidation with
road roller of 6 to 9 tonne capacity etc. complete : (Tack coat to be
paid for separately).
a) 16.33.1 With paving Asphalt 80/100 heated and then mixed with solvent at Sqm 4000.00 164.75 659000.00
the rate of 70 grams per kg. of asphalt.

Page 275
S.NO. DSR NO. DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT (RS.)
(RS.)
8 16.36 Providing and laying Bitumen Penetration Mecadam with hard
stone aggregate of quality, size and grading as specified , with
bitumen of suitable penetration grade , including required key
aggregate as specified , spreading coarse aggregate with the help
of self propelled /tipper tail mounted aggregate spreader and
applying bitumen by a pressure distributor and than spreading key
aggregate with the help of aggregate spreader complete , including
consolidation with road roller of minimum 8 to 10 tonn capacity to
achieve specified values of compaction and surface accuracy;

a) 16.36.1 For 75 mm compacted thickness in two layers using stone Sqm 4000.00 505.60 2022400.00
aggregate of size 63-41 mm graded @.18 cum per 10sqm . With
paving asphalt grade VG-10 @ 68 kg /10 sqm
9 16.69 Providing and laying at or near ground level factory made kerb Cum 20.00 5046.80 100936.00
stone of M-25 grade cement in position to the required line, level
and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse
sand) including making joints with or without grooves (thicness of
joints except at sharp curve shall not be 5 mm) including making
drainage opening wherever required complete etc. as per direction
of Engineer- In - charge ( length of finished kerb edging shall be
measured for payment ) . ( Precast cc kerb stone shall be
approved by Engineer- In - charge.

10 16.68 Providing and laying 60mm thick factory made cement concrete SQM 1070 536.65 574215.50
interlocking paver block of M-30 grade made by block making
machine with strong vibratory compaction and of approved size
and design/shape laid in required colur and pattern over and
including 50mm thick compacted bed of coarse sand, filling the
joints with coars sand etc. all complete as per the direction of the
Engineer- In - charge.
TOTAL OF SCHEDULE ITEMS 8477706.50

Page 276
 NAME OF THE WORK:PROPOSED CONSTRUCTION OF BOUNDARY WALL FOR NIELIT AT
AGARTALA,TRIPURA.

BOUNDARY WALL= 1015 METER

S.NO. DSR NO. DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT (RS.)
(RS.)
SCHEDULE ITEMS:
1 2.6 Earth work in excavation by mechanical means (Hydraulic
excavator/manual means over areas (exceeding 30cm in depth ,
1.5m in width as well as 10 sqm on plan) including disposal of
excavated earth,lead upto 50m and lift upto 1.5m disposed earth
to be levelled and neatly dressed.
a) 2.6.1 All kinds of soil. cum 1238.00 129.35 160135.30
2 2.25 Filling available excavated earth (excluding rock) in trenches, cum 853.00 83.80 71481.40
plinth, sides of foundations etc. in layers not exceeding 20cm in
depth, consolidating each deposited layer by ramming and
watering lead upto 50 mtrs. and lift upto 1.5 mtr.

3 4.1 Providing and laying in position cement concrete of specified grade

excluding the cost of centring and shuttering - All work upto plinth
level:
a) 4.1.6 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 cum 96.00 3888.20 373267.20
mm nominal size)

Page 277
S.NO. DSR NO. DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT (RS.)
(RS.)
4 5.9 Centring and shuttering including strutting, propping etc. and
removal of form for:
a) 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 384.00 166.90 64089.60
b 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 576.00 262.25 151056.00

c 5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts sqm 1182.00 365.60 432139.20

5 5.33 Providing and laying in position machine batched, machine mixed

and machine vibrated design mix cement concrete of specified
grade for reinforced cement concrete work including pumping of
concrete to site of laying but excluding the cost of centring,
shuttering, finishing and reinforcement-including admixture in
recommended proportions as per IS:9103 to accelerate, retard
setting of concretre, improve workability without impairing strength
and durability as per direction of Engineer-in-charge.
Note-cement content considered in this item is @330kg/cum.
Excess/less cement used as per design mix is payable
/recoverable separately ).

a) 5.33.1 All works upto plinth level Cum 343.00 5242.15 1798057.45

b 5.33.2 All works above plinth level upto floor five level Cum 102.00 5781.50 589713.00

6 5.22 Steel reinforcement for R.C.C. work including straightening,

cutting, bending, placing in position and binding all complete upto
plinth level
a) 5.22.6 Thermo-Mechanically Treated bars Kg. 37800.00 62.25 2353050.00
7 5.22A Steel reinforcement for R.C.C. work including straightening,
cutting, bending, placing in position and binding all complete above
plinth level
a) 5.22.6 Thermo-Mechanically Treated bars Kg. 11424.00 62.25 711144.00

Page 278
S.NO. DSR NO. DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT (RS.)
(RS.)
8 10.25 Steel work welded in built up sections/framed work including
cutting hoisting, fixing in position and applying a priming coat of
approved steel primer using structural steel etc. as required

a) 10.25.2 In gratings, frames, guard bar, ladders, railings, brackets, gates & Kg. 29232.00 77.90 2277172.80
similar works
9 13.1 12mm cement plaster of mix :

a) 13.1.2 1:6 (1 cement : 6 fine sand ) Sqm 3048.00 112.50 342900.00

10 13.2 15 mm cement plaster on the rough side of single or half brick wall
of mix:
a) 13.2.2 1:6 (1 cement : 6 fine sand ) Sqm 2663.00 130.20 346722.60

11 13.61 Painting with synthetic enamel paint of approved brand and

manufacture to give an even shade :
a) 13.61.1 Two or more coats on new work Sqm 1902.00 53.85 102422.70
12 13.46 Finishing walls with water proofing cement paint of required shade

a) 13.46.1 New work (two or more coats applied @ 3.84 Kg./10 Sqm) Sqm 4565.00 67.50 308137.50

TOTAL OF SCHEDULE ITEMS 10081488.75

NON SCHEDULED ITEMS
BRICK WORK:
13 NS Brick work with FPS bricks of class designation 100 in foundation
& plinth in:
a) Cement mortar 1:6 (1 cement: 6 coarse sand) Cum 233.00 3964.2 923658.60
14 NS Brick work with F.P.S. bricks of class designation 100 in
superstructure above plinth level up to floor V level in all shapes
and sizes in:
a) Cement mortar 1:6 (1 cement: 6 coarse sand) Cum 306.00 4160.34 1273065.52
TOTAL FOR SCHEDULE ITEMS 2196724.12

Page 279
 NAME OF THE PROJECT:PROPOSED CONSTRUCTION OF STORM WATER DRAIN FOR NIELIT AT AGARTALA,TRIPURA.

NAME OF WORK: CONSTRUCTION OF ( 800mm width ) STORM WATER DRAINAGE

SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT

NO. (RS.) (RS.)
SCHEDULE ITEM
1 2.8 Earth work in excavation in foundations trenches or drains (not
exceeding 1.5m in width or 10 sqm on plan) including dressing of
sides and ramming of bottoms, lift upto 1.5m, including getting out
the excavated soil and disposal of surplus excavated soil as directed,
within a lead of 50 mtr.
a) 2.8.1 All kinds of soil. Cum 480.00 130.80 62784.00
2 4.1 Providing and laying in position cement concrete of specified grade
excluding the cost of centring and shuttering - All work upto plinth
level
a) 4.1.9 1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm cum 83.00 3331.25 276493.75
nominal size)
3 6.1 Brick work with common burnt clay F.P.S ( non modular ) bricks of class
designation 7.5 in foundation & plinth in:
a) 6.1.2 Cement mortar 1:6 (1 cement: 6 coarse sand) Cum 196.00 3316.55 650044.00
4 13.7 12mm cement plaster finished with a floating coat of neat cement of mix
:
a) 13.7.1 1:4 (1 cement : 4 fine sand ) Sqm 1288.00 153.45 197644.00

TOTAL OF SCHEDULE ITEM 1186965.75

NON SCHEDULE ITEM

5 NS Providing and laying coping coarse 40 mm thick cement concrete 1:2:4 Sqm 288.00 213.72 61553.00
(1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal
size) mixed with water profing compound 2% by wt of cement

TOTAL OF NON SCHEDULE ITEM RS. 61553.00

Page 280
 NAME OF WORK : CONSTRUCTION. OF PROPOSED 85 METER RCC RETAINING FOR WALL NIELIT AT AGARTALA
TRIPURA

SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT (RS.)
NO. (RS.)
EARTH WORK:
1 2.6 Earth work in excavation by mechanical means (Hydraulic
excavator/manual means over areas (exceeding 30cm in depth, 1.5m
width as well as 10 sqm on plan) including disposal of excavated earth,
lead upto 50 mtrs. and lift upto 1.5m, disposed earth to be levelled and
neatly dressed.
a) 2.6.1 All kinds of soil. cum 65.00 129.35 8407.75
2 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides cum 51.00 83.80 4273.80
of foundations etc. in layers not exceeding 20cm in depth, consolidating
each deposited layer by ramming and watering lead upto 50 mtrs. and lift
upto 1.5 mtr.
CONCRETE WORK:

3 4.1 Providing and laying in position cement concrete of specified grade

excluding the cost of centring and shuttering - All work upto plinth level:

a) 4.1.8 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm cum 20.00 3593.30 71866.00
nominal size)

Page 281
SL. DSR NO. DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT (RS.)
NO. (RS.)
RCC WORK:
4 5.9 Centring and shuttering including strutting, propping etc. and removal of
form for:
a) 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 153.00 166.90 25535.70
b) 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and sqm 1380.00 285.15 393507.00
string courses etc.
c 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending,
placing in position and binding all complete
d 5.22.6 Thermo-Mechanically Treated bars Kg. 27600.00 62.25 1718100.00
5.33 Providing and laying in position machine batched, machine mixed and
machine vibrated design mix cement concrete of specified grade for
reinforced cement concrete work including pumping of concrete to site of
laying but excluding the cost of centring, shuttering, finishing and
reinforcement-including admixture in recommended proportions as per
IS:9103 to accelerate, retard setting of concretre, improve workability
without impairing strength and durability as per direction of Engineer-in-
charge.
Note-cement content considered in this item is @330kg/cum. Excess/less
cement used as per design mix is payable /recoverable separately ).

5 5.33.1 All works upto plinth level Cum 230.00 5242.15 1205694.50

TOTAL CARRIED OVER TO SUMMARY 3427384.75

Page 282
 NATIONAL BUILDINGS CONSTRUCTION CORPORATION LTD.
COUNSULTANCY DIVISION
NAME OF PROJECT :CONSTRUCTION WORK OF NEILET, AGARTALA
NAME OF WORK : PROVIDING STREET LIGHT AT NEILET, AGARTALA (TRIPURA)
SL.NO. DSR NO. DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
SCHEDULE ITEMS ( Street Lighting)
1 1.17 Supplying & drawing of following sizes of PVC insulated copper conductor single core cable in the existing
surface/recess PVC/ steel conduit as required.(For wiring of light fitting from junction box)
(a) 1.17.12 3 x 2.5 sqmm (1 Phase+1Neutral+1Earth) Metre 300 74.50 22350.00
2 5.2 Earthing with GI earth pipe 4.5m long, 40mm dia including accessories & providing masonary enclosure with Set 10 3385.00 33850.00
cover plate having locking arrangement and watering pipe etc. with charcoal / coke and salt complete etc. as
required.
4 5.18 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing Metre 500 19.50 9750.00
surface/ recessed conduit/ submain wiring/ cable as required.
5 9.1 Supplying and making end termination with brass compression glands and aluminium lugs PVCA conductor cable
( Armoured) 1.1 KV grade of the following sizes as required.
a) 9.1.2 4.0C x 10 Sqmm Set 50 111.00 5550.00
TOTAL FOR SCHEDULE ITEMS(A) 71500.00

NON-SCHEDULE ITEMS ( Street Lighting)

6 NS Supply, installation and erection of Solar street light with IP 65 LED fixture having a system wattage of Each 25 107731.72 2693293.00
43W of Philips BRP 403 make with 3450 lumens system output, 200Wp high efficiency crystalline solar
panel certified IEC 61215 and 200Ah tubular lead-acid battery with BIS approval. the LED driver should
have > 92% of capacity. The battery shall not be discharge beyond 75% of capacity. The solar
chargecontroller should be of Microprocessor based MPPT make with 96% efficiency and enclosed in IP
65 BOX. The charge controller shall provide all safety protection and temperature compensated charging
of the batter. The battery should be housed ina box made from galvanised steel and powder coated so
that it withstand corrosion. The solar system should bee mounted on a 6.0 mtrs Octagonal pole. The
solar street light shall comply with standards such as IEC 61215, IEC 62124, IEC 61347-2-13, IEC
62384, CISPR 15, IEC 61547, IEC 60598. The solar panel and battery shall be of reputed make and
manufactured inIndia. The approved makes of LEDs are CREE, Nichia and Philips Lumileds and LM80
report to be submitted.

Providing & fixing GI pipe of 32mm dia for cable entry including fixing alongwith pole/ground with clamp
7 NS Mtr 58 151.72 8800.00
in concrete/ground etc. complete as required.
Farbrication, supplying, installation, testing & commissioning of weather proof box made out of hot
moulded SMC sheet of size 285mm x 210mm x 117mm complete with 4 Nos. electrolytic aluminium bus-
8 NS bar of 63 Amps. with porcelain base and suitable din bar including supplying and fixing one No. 16 A Each 29 2438.62 70720.00
SPMCB complete with connections & inter-connections etc. as required (SINTAX Make).

Page 283
 The Pole shall be erected on the foundation made of M-25 reinforced cement concrete foundation of Each 29 3937.93 114200.00
size 500 mm. (L) X 500 mm. (W) X 1500 mm. (D) (below ground) and 450 mm. (L) X 450 mm. (W) X 200
mm. (D) (above ground) i.e. excavation of earth, providing cutting, bending and placing in position,
9 reinforcement of cold twisted bars of 12 mm. dia 1660 mm long (approx.) 8 Nos. and reinforcement ring
of cold twisted bar of 8 mm. dia -1800 mm (approx.) 8 Nos. (with 150 mm. spacing ) as required with
positioning of foundation bolts and providing 75 mm. (O.D)
Supplying & laying in ground or on surface or in existing pipe as per CPWD specifications of PVC
10 NS insulated and PVC sheathed armoured aluminium conductor cable of 1.1 KV grade conforming to
IS:1554(Part-1)of the following size.
(a) 4.0C X 10 sqmm Mtr 520 269.66 140221.00
Supply, installation, testing and commissioning of 3.5 Mtr long GI tubular pole fabricated out of 76/ 60 Each 4 21023.45 84094.00
mm (NB) dia. Pipe 3.5 metre long and integral CI bottom dia of 150 mm complete with 300 mm x 300
mm x 12 mm thick MS plate, built in cylindrical control box and service door. Aesthetic appearance is
enchanced with a cat iron cross, gold coloured embellishment and antique finish in selective area. The
11 NS pole is coated with epoxy zinc phosphate primer and finished with polyurethane based paint The pole is
suitable for mounting a wide range of luminaires with 76/ 60 mm spigot assembly. The control gear tray
is prewired with MCB, terminal connectors for loop-in loop-out and suitable for operation on 240 V, 50 Hz
single phase AC supply etc. complete as required.

Supply, installation, testing & commissioning of LED Jamal decorative post top lantern, 40 watt LED Each 4 34164.83 136659.00
12 NS module suitable for mounting on to 60 mm dia tube, prewired with driver etc. complete as required (K-lite-
6047)
TOTAL FOR NON-SCHEDULE ITEMS (B) RS. 3247987.00

Page 284
 NATIONAL BUILDINGS CONSTRUCTION CORPORATION LIMITED
COUNSULTANCY DIVISION
NAME OF PROJECT :CONSTRUCTION WORK OF NEILET, AGARTALA
NAME OF THE WORK : S/I FOR 11 KV SUB-STATION EQUIPMENTS & SILENT TYPE DG SET
Sl. NO. NS/DSR DESCRIPTION UNIT QTY RATE (RS.) AMOUNT (RS.)
NO.
PART-I: 11 KV SUB-STATION EQUIPMENTS & SILENT TYPE DG SET:
(A) NON-SCHEDULE ITEMS:

1 NS 11 KV G.O D.O STRUCTURE

Supplying, installation, fixing and commissioning 11 kv Two pole structure comprising of 11 Mtr MS Set 1 198620.69 198621.00
rail poles, lightning arresters, gang operated switch complete with drop out fuses, operating handle
etc., Pin and disc insulators, necessary MS angle/ flat supports, suitable foundations GI stay wire,
painting of all steel items (degreasing, derusting, phosphating and passsivation followed by one
coat of redoxide primer and finished by 2 coats of aluminium paints) complete in all repects

DISTRIBUTION TRANSFORMER:
2 NS Supplying, installing, testing and commissioning of 400 KVA, outdoor, oil filled type 11 KV/433V, 3 Set 1 703448.28 703448.00
phase, 50 Hz, Dyn.-11 vector group with 5% impedance, degree of protection IP-42, copper double
wound F class insualtion, Delta/Star distribution transformer as per latest IS codes complete with
off-load tap changer for having +/-7.5% voltage variations in steps of +/- 2.5% on HV side,
conservator tank with Buchholz' relay trip system, earthing terminal, lifting hook, inspection cover,
four bi-directional rollers, HT/LT cable termination boxes, MS channel base as per manufacturer's
recommendations etc. complete as required.
L.T. PANEL (NORMAL SUPPLY)
3 NS Supply, installation, testing & commissioning of LT extendable panel suitable for operation on Set 1 206103.45 206103.00
415V, 50 Hz, 3 phase, 4 wire, AC system capable of withstanding fault level of 50 KA, 415 volts.
The panel shall be indoor, free floor standing, metal clad, power coated, dust & vermin proof,
compartment type enclosure of IP-42 & fabricated out of 2mm thick CRCA sheet with necessary
bus bar and cable alleyes and foundation channel of 100x50x6mm. The incoming and outgoing
feeders shall be accomodated in a multi-tier arrangement, painting, earting, sign writing, numbering
shall be complete with foundation channel of 100x50x6mm as per specifications & single line
diagram and comprise of the following switchgear and accessories: (Shop drawing to be got
approved by the Engineer-In-Charge prior to fabrication).
INCOMER

Page 285
 a) 1 No.- 800A, 4 Pole MCCB(Ics=Icu,Ui=1000V), having breaking capacity of 50KA with adjustable
type thermo-magnetic fault release
1 No. Digital type Ammeter with ASS of suitable range with CTs of suitable class & capacity.
1 No. Digital type Voltmeter 0-500V With VSS
1 Set - Phase indicating lamps.
1 Set - HRC backup fuses.
BUS-BAR
1 Set- 800A, TPN electrolytic aluminium bus-bar for complete panel suitable for 50 KA fault level
covered with colour coded PVC sleeves.
OUTGOING
Outgoing MCCBs having Ics =Icu ,Ui = 1000Vof the following rating to be provided:
a) 2 Nos.- 500A, 3 Pole MCCB, having breaking capacity of 50KA with adjustable type thermo-
magnetic fault release
b) 2 Nos.- 200A, 3 Pole MCCB, having breaking capacity of 36KA with adjustable type thermo-
magnetic fault release
c) 2 Nos.- 100A, 3 Pole MCCB, having breaking capacity of 16KA with adjustable type thermo-
magnetic fault releases
d) 4 Nos.- 63A, 3 Pole MCCB, having breaking capacity of 16KA with adjustable type thermo-
magnetic fault release

ESSENTIAL/EMERGENCY PANEL:
4 NS Supply, installation, testing and commissioning of LT panel extendable type suitable for Set 1 152213.79 152214.00
operation on 415V, 50 Hz, 3 phase, 4 wire, AC system capable of withstanding fault level of 50KA,
415 volts. The panel shall be indoor, free floor standing, metal clad, power coated, dust & vermin
proof, compartment type enclosure of IP-42 & fabricated out of 2mm thick CRCA sheet with
necessary bus bar and cable alleyes and foundation channel of 100x50x6mm. The incoming and
outgoing feeders shall be accomodated in a multi-tier arrangement, painting, earting, sign writing,
numbering shall be complete with foundation channel of 100x50x6mm as per specifications &
single line diagram and comprise of the following switchgear and accessories: (Shop drawing to be
got approved by the Engineer-In-Charge prior to fabrication).

INCOMER
a) 1 No.- 500A, 4 Pole MCCB(Ics=Icu,Ui=1000V), having breaking capacity of 50KA with adjustable
type thermo-magnetic fault release
1 No. Digital type Ammeter with ASS and of suitable range with CTs of suitable class & capacity.

Page 286
 1 No. Digital type Voltmeter 0-500V with VSS.
1 Set - Phase indicating lamps.
1 Set - HRC backup fuses.
BUS-BAR
1 Set - 500A TPN electrolytic aluminium bus bar for complete panel suitable for 50KA fault level
covered with colour coded PVC sleeves.
OUTGOING
Outgoing MCCBs(having Ics=Icu,Ui=1000V) of the following rating with adjustable type thermo-
magnetic fault releases:
a) 3 Nos.- 200A, 3 Pole MCCB, having breaking capacity of 36KA
b) 6 Nos.-100A, 3 Pole MCCB, having breaking capacity of 16KA
c) 2 Nos.- 63A, 3 Pole MCCB, having breaking capacity of 16KA
CAPACITOR PANEL:
5 NS Supply, installation, testing and commissioning of 100 KVAR floor mounted, indoor type, Set 1 242731.03 242731.03
wall/floor mounted, cubicle, automatic power factor correction panel made out of 14 SWG cold
rolled sheet steel suitable for operation on 415V, 50 Hz, 3 phase, AC system including cutting,
welding, fabricating, painting including supplying and fixing following items in existing panel inter-
connections etc. complete as required.: (Shop drawing to be got approved by the Engineer
Incharge prior to fabrication).
INCOMER
a) 1 No.- 200A, 4 Pole MCCB(Ics=Icu,Ui=1000V), having breaking capacity of 36KA with adjustable
type thermo-magnetic fault release
b) 1 No. Digital type Ammeter of suitable range with ASS and CTs of suitable class & capacity.
c) 1 No. Digital type Voltmeter 0-500V with VSS
d) 1 Set - Phase indicating lamps.
e) 1 Set - HRC backup fuses.
BUS BAR:
1 Set - 200A TPN electrolytic aluminium bus bar suitable for 36 KA fault level covered with colour
coded PVC sleeves.
OUTGOING
Outgoing MCCBs(having Ics=Icu,1000V) of the following rating with adjustable type thermo-
magnetic fault releases:
a) 2 Nos.- 63A, 3 Pole, MCCB, 16 KA
b) 10 Nos.- 32A, 3 Pole, MCCB, 16 KA
c) 12 Nos.- 3-Phase Power contactors of suitable capacity for capacitor switching (25/2.5 KVAR)

e) Power capacitors MPP self healing type:

Page 287
 i) 2 Sets 25 KVAR
ii) 2 Sets 10 KVAR
iii) 4 Sets 5 KVAR
iv) 4 Sets 2.5 KVAR
1 No. Micro processor based APFC relay, 12 steps with digital PF meter.
2 Nos. cooling fan
12 Sets of two Nos. push button with LED indication lamps.
SILENT TYPE D.G. SET:
6 NS Supply, installation, testing and commissioning of factory assembled and tested, radiator cooled, Set 1 1655172.41 1655172.41
Turbo charged, battery started, Silent Type Diesel Engine- Alternator set capable of generating
power at full load of 250 KVA (at site conditions) at 0.8 power factor, 415 Volts, 3 phase, 50 Hz,
AC, alongwith engine control panel as well as electrical control panel, sound proof acoustic
enclosure, common base frame, foundation, standard fittings and accessories complete in all
respects, broadly, comprising the following components:
(A) DIESEL ENGINE:
i) Radiater water coolled, diesel engine capable of delivering suitable BHP at 1500 RPM under NTP
conditions, vertical, totally enclosed, 24 volts DC electric start arrangement compression ignition,
electronic governing system, silencers, 4 stroke- multi cylinder, design to run continuously
conforming to IS-10002, BS-5514, ISO-3046 standards complete with all fittings & accessories
comprising the following:
ii) Dry type air-filter, exhaust silencer, expansion bellow, Lub.oil filter, Lub.oil cooler, fuel filter, radiator
with pusher type fan and mountings, air-to-air charge air cooler, flywheel with starter ring, SAE 1
flywheel housing and flywheel suitable for SAE 14 disc coupling for close coupling of single
bearing alternator, exhaust gas turbo-charger, water seperator and mud filter, engine safety
arrangements against low lub oil pressure, high water temperatur and engine over-speed, and
other accessories as required.
iii) 24 Volts D.C. electrical start system complete with starting arrangement, sealed maintenance free
(SMF) starting batteries of suitable capacity with leads, trickle/boost battery charger set with
instruments & indication arrangements and other accessories.
iv) In line mono-block fuel injection pump with electronic governig system and fuel feed pump with
accessories.
v) ENGINE CONTROL PANEL - This control panel consists of ON/OFF START keys, Lub.oil
pressure gauge, Coolent temperature gauge, D.C. Ammeter, D.C. Voltmeter, electronic Hour-
meter etc. as required.

Page 288
 vi) BASE FRAME - Common base frame of required size for mounting of Engine-Alternator set
fabricated with MS channel as per manufacturer's recommendations and vibration damping
arrangement with cushy foot mounting includings including painting etc. as required.
vii) FOUNDATION- Providing and making C.C. (1:2:4) foundation including edge protection with
painted MS angle 35x35x3mm and plastering etc. The foundation shall be suitable for installation
of 160 KVA/128 KW diesel engine- alternator set, starting batteries and control panel etc.

viii) FUEL TANK & FUEL PIPE - Supplying and installation of welded steel day tank to hold a total
quantity suitable for 12 hours operation, complete with fuel level indicator, inlet and outlet pipes
with strainers, internal piping arrangement and finished painting etc. Supplying and laying B-class
GI pipe of suitable size to serve as fuel pipe from fuel tank to engine including necessary clamps
supports, valves and braided flexible connections etc as required.
ix) EXHAUST PIPE- Supplying and fixing of suitable size(as per manufacturer's recommendations) of
MS pipe -C class for fume-exhaust with suitable suppolrting arangement, at suitable distance all
along the full length from generator to 2m above the sub-station building including cutting, jointing,
welding, mineral wool cladding and all other accessories like flanges, flexible coupling, bends, nuts
and bolts, canopy and making masonary opening in the wall for exhaust pipe & finishing the same
as required.
x) COUPLING WITH COUPLING GUARDS - Providing 1 No. coupling as per manufacturer's
recommendation to directly couple the engine with alternator. The coupling should have design to
transmit power with minimum loses and absorbs jerks.
xi) First fill of fuel oil in the day tank, engine test certificate, engine maintenance manual with the list
of spare parts.
(B) ALTERNATOR (BRUSHLESS):
i) 3 Phase, 4 wire, star connected, 415V, 50 Hz, 1500 RPM, self regulated type suitable to generate
160KVA/128KW at 0.8 pf (lag). The insulation class of windings shall be H. The voltage regulation
shall be in the range of +/- 1.0% from full load to No load and from Hot to cold and unity and 0.8 pf
with 4% speed-regulation. Alternator should be suitable for being driven by the above engine at
1500 RPM and compatible with it. The alternator shall be in SPDP enclosure & shall be of rotating
field type (brushless), synchronous, self excited, self -regulated, floor mounted with single bearing
design, complete with all fittings & asseccories. The alternator shall confirm to IS 4722/BS-2613
and should be suitable for tropical conditions.

( C) AUTOMATIC MAIN FAILURE (AMF) PANEL:

Page 289
 i) Cubicle, compartmentalised, AMF panel board capable of withstanding fault level of 50KA. The
panel shall be indoor type, dust & vermin proof, free floor standing, metal clad, powder coated
having degree of protection not less than IP-42 & fabricated out of 2mm thick CRCA sheet with
necessary electrolytic alum. bus bar, connections, inter-connections, internal wiring, gland plates,
ON/OFF indication lamps, top/bottom entry of incoming and outgoing cables from rear of the panel
as per site requirement, painting, earthing, sign writing, numbering, complete with foundation
channeel of 100x50x6mm etc. for trouble free smooth functioning of 160KVA/128KW, DG set so
as to receive and terminate 2 incomers of 3.5x240 Sqmm armoured PVC insulated & sheathed
aluminium conductor cables from LT main panel (Normal) & alternator control panel respectively
and provide the provision of 1 No. outgoing cable of the same size to the Essential panel.

HT CABLE:
7 NS Supplying and laying of 3 core x 300 Sqmm 11 KV (E) stranded, compact circular aluminium Mtr. 100 2733.79 273379.00
conductor, conductor screened with semi-conducting compound, XLPE insulated with copper tape,
inner sheath, galvanised steel strip armoured, and overall PVC sheathed black cable conforming to
IS:7098/II/85 with latest amendments. (Shop drawing of cable layout to be got aproved by the
Engineer-In-Charge prior to purchase).
L.T. CABLES:
8 NS Supply of 1.1 KV grade PVC insulated PVC sheathed PVC aluminium conductor armoured cable
conforming to IS:1554 Part-I of the following sizes (Shop drawing of cable layout to be got aproved
by the Engineer-In-Charge prior to purchase).
a) 3.5 C x 300 Sqmm Mtr 105 2117.24 222310.00
b) 3.5 C x 240 Sqmm (for Academic block) Mtr 75 1761.38 132103.00
c) 3.5 C x 95 Sqmm Mtr 75 840.00 63000.00
d) 3.5 C x 35 Sqmm (2 No. for lift + Power, light and power of Hostel boys & girls and Admin. block) Mtr 750 390.34 292759.00

9 NS MS buckets (5 Nos.) of 15/20 litres capacity painted with red oxide paint & lettered as 'FIRE' with Each 1 2758.62 2759.00
White and mounted on free standing stand, as required including filling with dry sand
10 NS Rubber mat 914.4 mm wide and 6mm thick to withstand 1.1 kv dielectric strength RM 100 586.21 58621.00
11 NS Supply of enamelled first-aid box with standard medicines complete as required. Each 2 965.52 1931.00
12 NS Rubber gloves of 1.1 kv grade as per IS 4770-68 Pairs 2 275.86 552.00
13 NS Supply & fixing standard shock treatment chart in ENGLISH & HINDI duly framed including glass Each 2 344.83 690.00
frame.
TOTAL FOR NON-SCHEDULE ITEMS (A) 4206393.45
B) SCHEDULE ITEMS:

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14 19.6 (Civil Supply & laying of following sizes of hume pipes for road crossing, paved areas etc. including
DSR) collars and misc. jointing accessories, digging the trench, back filling etc. complete in all respects.

a) 19.6.1 100mm dia Mtr 25 218.35 5459.00

B) 19.6.2 150mm dia Mtr 25 254.50 6363.00
15 7.1 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of
following size direct in ground including excavation, sand cushioning, protective covering and
refilling the trench etc as required.
a) 7.1.1 Upto 35 sq. mm Metre 750 167.00 125250.00
b) 7.1.2 Above 35 sq. mm and upto 95 sq. mm Metre 75 173.00 12975.00
c) 7.1.4 Above 185 sq. mm and upto 400 sq. mm Metre 180 196.00 35280.00
16 7.10 Supplying and fixing cable route marker with 10 cm X 10 cm X 5 mm thick G.I. plate with inscription each 50 244.00 12200.00
there on, bolted /welded to 35 mm X 35 mm X 6 mm angle iron, 60 cm long and fixing the same in
ground as required.
17 9.1 Supplying and making end termination with brass compression gland and aluminium lugs for
following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV
grade as required.
a) 9.1.21 3½ X 35 sq. mm (32mm) Each 16 223.00 3568.00
b) 9.1.24 3½ X 95 sq. mm (45mm) Each 4 366.00 1464.00
c) 9.1.29 3½ X 240 sq. mm (62mm) Each 4 771.00 3084.00
d) 9.1.30 3½ X 300 sq. mm (70mm) Each 8 867.00 6936.00
18 2.21 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 Each 1 121.00 121.00
mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on
front side as required.
19 2.22 Providing and fixing H.T. danger notice plate of 250 mm X 200 mm, made of mild steel, at least 2 Each 1 135.00 135.00
mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on
front side as required.
20 5.6 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and Set 16 8559.00 136944.00
providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7
metre long etc. with charcoal/ coke and salt as required.
21 5.10 Providing and fixing 25 mm X 5 mm copper strip in 40 mm dia G.I. pipe from earth electrode Metre 60 962.00 57720.00
including connection with brass nut, bolt, spring, washer excavation and re-filling etc. as required.

22 5.14 Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as Metre 160 766.00 122560.00
required.

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23 10.2 Supplying and making outdoor cable end jointing with cast resin compound, including lugs and
other jointing materials, for following size of 3 core, XLPE aluminium conductor cable of 11 KV
grade as required :
a) 10.2.4 300 sq. mm Each 6 8029.00 48174.00
TOTAL FOR SCHEDULE ITEMS (B) 578233.00

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