Loading…
Loading…
| # | Company |
|---|---|
| 1 |
Tender Value
₹36.8 Cr
EMD Value
₹36.8 L
Closing Date
15 Oct 2024, 11:00 amClosed
Construction of Phase A, Phase B and Phase B (Bal.) for JNV Narela Delhi
NBCC/CPG/JNV/Narela/2024/424
NBCC/CPG/JNV/Narela/2024/424
Open Tender-Domestic
Civil Works General
North Delhi, Delhi
₹59,000
₹36.8 L
24 Sept 2024
24 Sept 2024
15 Oct 2024
15 Oct 2024
26 Nov 2024
Name of Work:-Details of Scope for Construction of Phase-A,Phase-B & Phase-B (Bal.) works at JNV,Distt:- Narela (Delhi).
Amount (DSR-2023) Amount (DSR 2022+GST
Sr.No Description of Item Civil 6.33%) E/M with NS AMOUNT Total Cost Remarks
with correction factor correction factor
Cost of Development Works 4,54,69,348 8,07,842 1,77,38,643 Annexure-1
Cost of Boundary wall Works 1,19,47,964 52,366 - Annexure-2
Cost of Furniture Works - 65,36,098 Annexure-3
Cost of Building Works 23,88,37,778 2,56,25,032 2,13,46,930 Annexure-4
Digitally signed by
PRADYUMNA MUKHERJEE
BOQ Summary of Development Work
Name of Work:-Details of Scope for Construction of Phase-A, Phase-B & Phase-B (Bal.) works at JNV,Distt:- Narela (Delhi).
Amount (DSR-2023)
Amount (DSR 2022+GST
S.No Description 6.33%) E/M with correction NS AMOUNT Total Cost
with correction
6 External Water Supply 16,62,783 15,88,336 32,51,119
7 External Electrification+Street light 5,91,870 8,07,842 98,06,420 1,06,14,261
10 Landscaping & Horticulture 4,36,568 - 4,36,568
11 Rain Water Harvesting 16,03,892 - 16,03,892
12 Organic Waste Composter - - 10,50,665 10,50,665
13 Multi Sport Complex 36,79,852 17,53,497 54,33,349
Digitally signed by
at JNV, at Narela (Delhi)
On "A"Rate Amount (DSR-2023) Amount (DSR
Rate- On "D"Rate (Add
(DSR- (Add Correction Rate DSR- Rate DSR-2022 Civil 2022+GST
Sr.No Description of Item Unit Qty DSR.2023 Correction factor Rate -NS NS AMOUNT
2023) factor 0.973 on 2022 + GST 6.33% with correction 6.33%) E/M with
DSR-2023) factor correction factor
Excavating, supplying, stacking and filling of local earth (including
royalty) by mechanical transport upto a lead of 5km also including
1 2.25(a) ramming and watering of the earth in layers not exceeding 20 cm Cum 15871 700.5 681.59 - - - - 1,08,17,459.34 - -
in foundation trenches, plinth, sides of foundation etc. complete
Disposal of building rubbish / malba / similar unserviceable,
dismantled or waste materials by mechanical
2 15.60 means, including loading, transporting, unloading to approved Cum 3174.2 263.95 256.82 - - - - 8,15,208.68 - -
municipal dumping ground or as approved
by Engineer-in-charge, beyond 50 m initial lead, for all leads
including all lifts involved.
Digitally signed by
PRADYUMNA MUKHERJEE
BOQ for Pathway work at JNV, at Narela (Delhi)
Abstract Sheet -Pathway
On "D"Rate (Add Amount (DSR- Amount (DSR
Rate- On "A"Rate (Add Rate DSR-
Rate DSR- Correction factor 2023) Civil 2022+GST 6.33%)
Sr.No (DSR-2023) Description of Item Unit Qty DSR.2023 Correction factor 2022 + GST Rate -NS NS AMOUNT
2022 0.973 on DSR- with correction E/M with
0.973 on DSR-2023) 6.33% 2023) factor correction factor
Earth work in surface excavation not exceeding 30 cm in depth but Earth work in
surface excavation not exceeding 30 cm in depth but
1 2 exceeding 1.5 m in width as well as 10 sqm on plan including getting
out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as
directed by Engineer-in- Charge
Providing and laying in plane cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level
1:5:10 (1 cement : 5 coarse sand : 10graded stone aggregate 40 mm nominal
Centering and shuttering including strutting, propping etc. and removal of form
6 4.3.1 Foundations, footings, bases for columns Sqm 576.0 392.2 381.56 0.0 0.0 0.0 2,19,780
Providing and laying 60mm thick faciory made cement concrete
interlocking paver block of M -30 grade made by block making
machine with strong vibratory compaction, of approved size, design
7 16.68 & shape, laid in required colour and pattern over and including 50mm sqm 3384.0 972.0 945.76 0.0 0.0 0.0 32,00,438
thick compacted bed of coarse sand, filling the joints with line sand
etc. all complete as per the direction of Engineer-in-charge
Providing and laying at or near ground level factory made kerb stone
of M-25 grade cement concrete 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 (thickness of
8 16.69 joints except at sharp curve shall not to more than 5mm), including Cum 119.00 10117.6 9,844.42 0.0 0.0 0.0 11,71,487
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 C.C. kerb stone shall be approved
by Engineer-in-charge).
13.47 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone
9 additives of required shade : - 0.0 0.0 0.0 -
New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including
priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
Digitally signed by
PRADYUMNA MUKHERJEE
BOQ-Road work at JNV, at Narela (Delhi)
Abstract Sheet -Road Work
On "A"Rate (Add On "D"Rate (Add Amount (DSR-2023) Amount (DSR 2022+GST
(DSR- Rate-DSR.2023 Rate DSR-2022 +
Sr.No Description of Item Unit Qty Correction factor Rate DSR-2022 Correction factor 0.973 Rate -NS Civil 6.33%) E/M with NS AMOUNT
0.973 on DSR-2023) on DSR-2023) with correction factor correction factor
Earth work in surface excavation not exceeding 30 cm in depth but Earth
work in surface excavation not exceeding 30 cm in depth but
1 2.1.1 exceeding 1.5 m in width as well as 10 sqm on plan including getting sqm 3520.5 129.9 126.34 - - - - 4,44,794
out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as
directed by Engineer-in- Charge
Preparation and consolidation of sub-grade with power road roller of 8 to
12 tonne capacity after excavating earth to an average of 22.5cm depth,
4 16.1 dressing to camber and consolidating with road roller including making sqm 3520 218.90 212.99 - - - - 7,49,724
good the undulations etc. and re-rolling the sub-grade and disposal of
surplus earth lead upto 50 mtr.
Providing and laying in plane cement concrete of specified grade excluding
the cost of centering and shuttering - All work up to plinth level
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal
Centering and shuttering including strutting, propping etc. and removal of
form work for :
8 4.3.1 Foundations, footings, bases for columns sqm 220 392.15 381.56 - - - - 83,944
Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete above plinth level.
10 5.22A.6 Thermo-Mechanically Treated bars kg 21120.00 107.85 104.94 - - - - 22,16,292
Providing and laying design mix cement concrete of M-30 grade, in roads/
taxi tracks/ runways, using
cement content as per design mix, using coarse sand and graded stone
aggregate of 40 mm nominal
size in appropriate proportions as per approved & specified design criteria,
providing dowel bars with
sleeve/ tie bars wherever required, laying at site, spreading and compacting
mechanically by using
needle and surface vibrators, levelling to required slope/ camber, finishing
with required texture, including
11 16.43 steel form work with sturdy M.S. channel sections, curing, making provision - - - - - -
for contraction/ expansion,
construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove
cutting machine, providing and
filling joints with approved joint filler and sealants, complete all as per
direction of Engineer-in-charge
(Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid
separately). Note:- Cement
content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as
per design mix is payable/
recoverable separately
12 16.43.1 Cement concrete prepared with batch mixing machine Cum 400.00 10529.35 10,245.06 - - - - 40,98,023
Extra for providing and mixing hardening compound of approved quality as
13 16.44 per manufacturer’s Letre 55.5 54.00 - - - - 1,080
specification in cement concrete. 20
14 16.45 Providing and fixing in position pre-moulded joint filler in expansion joints. 220 5.3 5.16 - - - - 1,135
Digitally signed by
PRADYUMNA MUKHERJEE
BOQ for Strom Water Drain work at JNV, at Narela (Delhi)
Abstract Sheet - Strom Water Drain
On "D"Rate (Add Amount (DSR
(Add Amount (DSR-2023)
(DSR- Rate-DSR.2023 Rate DSR-2022 + Correction factor 2022+GST 6.33%)
Sr.No Description of Item Unit Qty Correction Rate DSR-2022 Rate -NS Civil NS AMOUNT
2023) GST 6.33% 0.973 on DSR- E/M with
factor 0.973 on with correction factor
2023) correction factor
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.
2 2.10.1 All kinds of soil
3 2.10.1.3 Pipes cables etc exceeding 300mm dia but not exceeding 600mm dia Mtr 714.89 549.75 534.91 - - - - 3,82,398.95 -
Providing and laying in plane cement concrete of specified grade excluding
the cost of centering and shuttering - All work up to plinth level -
5 4.1.10 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) Cum 69.00 6518.6 6,342.60 - - - - 4,37,639.25 -
6 4.3 Centering and shuttering including strutting, propping etc. and removal of - - - - - -
form work for : -
7 4.3.1 Foundations, footings, bases for columns sqm 143.0 392.15 381.56 - - - - 54,554.89 -
6.1 Brick work with common burnt clay F.P.S ( non modular ) bricks of class
designation 7.5 in foundation & plinth level in: -
10 13.7.1 12 mm Cement plaster finished with a floating coat of neat cement sqm 1258.2 439.25 427.39 - - - - 5,37,744.40 -
Providing & fixing precast RCC drain cover (size 1000x500x50mm) with
MS flat 1.6mm frame.
Digitally signed by
PRADYUMNA MUKHERJEE
BOQ for UGW Tank at JNV, at Narela (Delhi)
Rate- (Add On "D"Rate (Add Amount (DSR-2023) Amount (DSR 2022+GST
(DSR- Rate DSR- Rate DSR-2022 + GST
Sr.No Description of Item Unit Qty DSR.2023 Correction Correction factor Rate -NS Civil 6.33%) E/M with NS AMOUNT
factor 0.973 0.973 on DSR-2023) with correction factor correction factor
Earth work in excavation by mechanical means (Hydraulic excavator)
/ manual means over areas (exceeding 30cm in depth. 1.5 m in width
1 2.6 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.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of
3 2.25 foundations etc. in layers not exceeding 20cm in depth, consolidating each Cum 196 190.71
deposited layer by ramming and watering lead upto 50 mtrs. and lift upto 1.5 mtr.
4 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 9.93 392.15 381.56 3,788.53 -
5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string
6 5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 66.66 843.5 820.73 54,706.44 -
Providing and laying in position ready mixed M-25 grade concrete for reinforced
cement concrete work, using cement content as per approved design mix,
manufactured in fully automatic batching plant and transported to site of work in
transit mixer for all leads, having continuous agitated mixer, manufactured as per
mix design of specified grade for reinforced cement concrete work, including
pumping of R.M.C. from transit mixer to site of laying , excluding the cost of
7 5.33 centering, shuttering finishing and reinforcement, including cost of admixtures in -
recommended proportions as per IS : 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per
direction of the Engineer - in - charge.
(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less
cement used as per design mix is payable/recoverable separately).
8 5.33.1.1 All works below plinth level Cum 80.00 9504.75 9,248.12 7,39,849.74 -
10.25 Steel work welded in built up sections/ framed work including cutting, hoisting,
9 fixing in position and applying a priming coat of approved steel primer using -
structural steel etc. as required. - -
5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending,
placing in position and binding all complete upto plinth level - -
11 5.22.6 Thermo-Mechanically Treated bars Kg. 6110.00 107.85 104.94 6,41,171.49 -
12 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 65.00 172.6 167.94
Providing orange colour safety foot rest of minimum 6 mm thick 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
13 19.16 & adequate anchoring projections on tail length on 138mm as per standard Each 12.00 553.7 538.75
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. 6,465.00 -
14 Water Proofing Work - - -
Digitally signed by
PRADYUMNA MUKHERJEE
Rate- (Add On "D"Rate (Add Amount (DSR-2023) Amount (DSR 2022+GST
(DSR- Rate DSR- Rate DSR-2022 + GST
Sr.No Description of Item Unit Qty DSR.2023 Correction Correction factor Rate -NS Civil 6.33%) E/M with NS AMOUNT
factor 0.973 0.973 on DSR-2023) with correction factor correction factor
Providing and applying integral crystalline slurry of hydrophilic in Providing and
applying integral crystalline slurry of hydrophilic in
nature for waterproofing treatment to the RCC structures like retaining
walls of the basement, water tanks, roof slabs, podiums, reservior,
sewage & water treatment plant, tunnels / subway and bridge deck
etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline
slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral
15 22.23 crystalline slurry : 1 part water) for horizontal surfaces and applying -
the same from negative (internal) side with the help of synthetic fiber
brush. The material shall meet the requirements as specified in ACI-
212-3R-2010 i.e by reducing permeability of concrete by more than
90% compared with control concrete as per DIN 1048 and resistant
to 16 bar hydrostatic pressure on negative side. The crystalline slurry
shall be capable of self-healing of cracks up to a width of 0.50mm.
The work shall be carried out all complete as per specification and - -
the direction of the engineer-in-charge. The product performance shall
16 22.23.2 For horizontal surface one coat @1.10 kg per sqm. sqm sqm 70.56 362.8 353.00 24,907.99 -
17 22.23.1 For vertical surface two coats @ 0.70 kg per sqm sqm sqm 89.25 472.9 460.13 41,066.75 -
Centring and shuttering including strutting, propping etc. and removal of form for:
19 5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 82.93 927.25 902.21 74,819.82 -
20 5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts sqm 34.78 961.3 935.34 32,527.55 -
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
21 5.33 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 @ 330 kg/cum. Excess / ess
cement used as per design mix is payable/recoverable separately). - -
23 5.33.2.1 All works above plinth level upto floor five level Cum 16.00 9860.40 9,594.17 1,53,506.71 -
Steel reinforcement for R.C.C. work including straightening, cutting, bending,
placing in position and binding all complete above plinth level - -
25 5.22.6 Thermo-Mechanically Treated bars Kg. 1600.00 107.85 104.94 1,67,900.88 -
26 Brick Work - - -
6.4 Brick work with common burnt clay F.P.S ( non modular ) bricks of class
27 designation 7.5 in superstructure above plinth level up to floor V level in all shapes -
and sizes in: - -
28 6.4.2 Cement mortar 1:6 (1 cement: 6 coarse sand) Cum 19.40 9105.95 8,860.09 1,71,885.73 -
Steel work welded in built up sections/ framed work including cutting, hoisting,
29 10.25 fixing in position and applying a priming coat of approved steel primer using Kg. 126.51 172.60 167.94
structural steel etc.as required 21,245.99 -
30 Finishing Work - - -
Providing and applying plaster of paris putty of 2mm thickness over plastered
surface to prepare the surface even and smooth complete. 1,59,498.83 -
32 13.83 Wall Painting with premium emulsion paint of Interior grade - - -
Finishing walls with Premium Acrylic Smooth exterior paint with "Silicone additives
of required shade - -
New work (two or more coats applied @1.43 ltr/10 sqm over and including base
coat of water proofing cement paint applied @2.20kg/10sqm) - -
37 12mm cement plaster of mix : - - -
Digitally signed by
PRADYUMNA MUKHERJEE
Rate- (Add On "D"Rate (Add Amount (DSR-2023) Amount (DSR 2022+GST
(DSR- Rate DSR- Rate DSR-2022 + GST
Sr.No Description of Item Unit Qty DSR.2023 Correction Correction factor Rate -NS Civil 6.33%) E/M with NS AMOUNT
factor 0.973 0.973 on DSR-2023) with correction factor correction factor
40 6 mm cement plaster to ceiling of mix : - - -
41 1:3 (1 cement : 3 fine sand ) - - -
18 mm cement plaster in two coats under layer 12mm cement plaster 1: 5 (1
Portland Pozzolana cement : 5 coarse sand) and top layer 6mm thick cemen
plaster 1: 6 ( 1 Portland Pozzolana cement : 6 fine sand) finsihed smooth with
43 Water Proofing Work - - -
Providing and laying integral cement based water proofing treatment including
preparation of surface as required for treatment of roofs, balconies, terraces etc
consisting of following operations:
a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed
44 22.7 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 25 mm to 115mm
size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with
water proofing compound conforming to IS : 2645
and approved by Engineer-in-charge over 20 mm 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 Engineer-in-charge to required slope and
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
2.75kg/ sqm of cement admixed with water proofing compound conforming to IS :
2645 and approved by Engineer-in-charge.
47 22.7.1 With average thickness of 120mm and minimum thickness at khurra as 65 mm. sqm 1684.6 1,639.12
49 External water supply from UGT - - -
50 Non-scheduled item (External water supply) - - -
Providing and fixing puddle flanged including 60 cm long GI pipe piece
51 NS-2 welded/threaded with MS plates 450x450x6 mm thick with both end -
screwed/flanged. - -
52 NS-2a For 80 mm dia pipe Each 1.00 - 3785.82 - 3,786
Supplying, installing, testing and commissioning vertical on line multi stage
centrifugal pumping set with mechanical seal, C.I. volute and SS impeller & SS
shaft connected to a TEFC induction motor of suitable HP for 415 volts, 3 phase,
50 cycles A.C. supply with 150 mm dia pressure gauge with SS/gunmetal isolation
cock, vibration eliminating pads, base plate wiring upto panel and equipment for
55 NS-3 water level controller to start and stop the pump automatically at predecided -
levels of the water in the tank with provision of protection for dry run etc.
complete in all respect (The shop drawing or the pumps along with its
characteristics curves, model and technical data etc. are to be submitted for
approval before purchase of pump).
Domestic water pumps (Treated water transfer pump to terrace tank) (1W+1S)
57 Capacity 35 lpm - - -
NS-4 Providing and fixing double seal type D.I. Manhole cover of 560 mm clear internal Each 2.00 8735.47
59 diameter of over all heavy duty with locking arrangement complete in all respects. -
Digitally signed by
PRADYUMNA MUKHERJEE
BOQ for External Water Supply at JNV, at Narela (Delhi)
Abstract Sheet -External Water Supply Line
On "A"Rate (Add On "D"Rate (Add Amount (DSR- Amount (DSR
(DSR- Correction factor Rate DSR-2022 + Correction factor 2023) Civil 2022+GST 6.33%)
Sr.No Description of Item Unit Qty DSR.2023 Rate DSR-2022 Rate -NS NS AMOUNT
2023) 0.973 on DSR- GST 6.33% 0.973 on DSR- with correction E/M with
2023) 2023) factor correction factor
1 EXTERNAL WATER SUPPLY
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
2 2. 10 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
3 2.10.1 All kinds of soil
Pipes cables etc exceeding 80mm dia but not exceeding 300mm dia Metre 448.17 549.75 534.91 2,39,726.48 -
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,
having thermal stability for hot & cold water supply, including all
CPVC plain & brass threaded fittings, including fixing the pipe with
clamps at 1.00 m spacing. This includes jointing of pipes & fittings
with one step CPVC solvent cement and testing of joints complete as
per direction of Engineer in Charge. - - -
6 Internal work - Exposed on wall - - -
7 18.7.4 32 mm nominal outer dia Pipes Metre 90.00 518.75 504.74 45,426.94 -
8 18.7.5 40 mm nominal outer dia Pipes Metre 280.00 702.95 683.97 1,91,511.70 -
9 18.7.6 50 mm nominal outer dia Pipes Metre 150.00 934.15 908.93 1,36,339.19 -
Providing and fixing G.I. pipes complete with G.I. fittings including
trenching and refilling etc. - - -
11 External work - - -
Providing and fixing gun metal gate valve with C.I. wheel of approved
quality (screwed end) : - - -
Providing and fixing gun metal non-return valve of approved quality
(screwed end) - - -
18 18.19.4 50 mm nominal bore - - -
Providing and fixing C.I. sluice valves (with cap) complete with bolts,
20 18. 31 nuts, rubber insertions etc. (the tail pieces if required will be paid
separately) : - - -
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate (Add On "D"Rate (Add Amount (DSR- Amount (DSR
(DSR- Correction factor Rate DSR-2022 + Correction factor 2023) Civil 2022+GST 6.33%)
Sr.No Description of Item Unit Qty DSR.2023 Rate DSR-2022 Rate -NS NS AMOUNT
2023) 0.973 on DSR- GST 6.33% 0.973 on DSR- with correction E/M with
2023) 2023) factor correction factor
Constructing masonry Chamber 60x60x75 cm inside, in brick work in
cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with
C.I. surface box 100mm top diameter, 160 mm bottom diameter and
180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1
cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal
size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement
: 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and
inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand)
12 mm thick, finished with a floating coat of neat cement complete as
per standard design : - - -
With common burnt clay F.P.S.(non modular) bricks of
26 18.33.1 class designation 7.5
Constructing masonry Chamber 90x90x100 cm inside, in brick work in
cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with
C.I. surface box 100 mm top diameter, 160 mm bottom diameter and
180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1
cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal
27 18. 34 size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement
: 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and
inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand)
12 mm thick, finished with a floating coat of neat cement complete as
per standard design :
28 18.34.1 With common burnt clay F.P.S.(non modular) bricks of class
Painting G.I. pipes and fittings with two coats of anti-corrosive
bitumastic paint of approved quality : - - -
Providing and filling sand of grading zone V or coarser grade all-round
the G.I./CPVC pipes in external work - - -
36 External water supply from UGT - - -
37 Non-scheduled item (External water supply) - - -
Supplying, installing, testing and commissioning vertical on line multi
stage centrifugal pumping set with mechanical seal, C.I. volute and SS
impeller & SS shaft connected to a TEFC induction motor of suitable
HP for 415 volts, 3 phase, 50 cycles A.C. supply with 150 mm dia
pressure gauge with SS/gunmetal isolation cock, vibration eliminating
42 NS-5 pads, base plate wiring upto panel and equipment for water level
controller to start and stop the pump automatically at predecided
levels of the water in the tank with provision of protection for dry run
etc. complete in all respect (The shop drawing or the pumps along
with its characteristics curves, model and technical data etc. are to be
submitted for approval before purchase of pump). - - -
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate (Add On "D"Rate (Add Amount (DSR- Amount (DSR
(DSR- Correction factor Rate DSR-2022 + Correction factor 2023) Civil 2022+GST 6.33%)
Sr.No Description of Item Unit Qty DSR.2023 Rate DSR-2022 Rate -NS NS AMOUNT
2023) 0.973 on DSR- GST 6.33% 0.973 on DSR- with correction E/M with
2023) 2023) factor correction factor
Domestic water pumps (Treated water transfer pump to terrace
44 Capacity 35 lpm - - -
HP -2 (Approx.) or as required. Each 2.00 - 84,125.59 - 1,68,251.17
Providing and fixing double seal type D.I. Manhole cover of 560 mm
46 NS-6 clear internal diameter of over all heavy duty with locking 2.00 8,735.47
arrangement complete in all respects. Each - - 17,470.94
47 PUMPS ,WTP , & THEIR ACCESSIORIES - - -
Note- All pumps to be provided with mechanical seal and wearing
48 ring and mechaical seal. Performance curve should be got approved
before placing the order. (All pumps should be supplied with base
frame) - - -
NS-7 Installation, Testing & Commissioning of raw water pumps mono
49 block, 3 Phase 440 volts/50 cycles per second with TEFC induction
motor of the following capacity with mechanical seal. - - -
50 NS-7a Filter Feed Pump. - - -
51 a) Capacity: 400 LPM each - - -
52 b)Head : 30 Metre - - -
53 c)HP -5 (Approx.) or as required. - - -
54 d)Quantity : 2 Nos. - - -
56 f)Impeller- Bronze - - -
57 g) Quantity :1 set consisting of 2 nos. pumps(1W+1SB) - - -
58 h) Make: Pump: KIRLOSKAR, LUBI , GRUNDFOS Each 2 - 57,139 - 1,14,278.13
59 NS-7b Domestic water Pump. - - -
60 a) Capacity: 400 LPM each - - -
61 b)Head : 40 Metre - - -
62 c)HP -5 (Approx.) or as required. - - -
63 d)Quantity : 2 Nos. - - -
65 f)Impeller- Bronze - - -
66 g) Quantity :1 set consisting of 2 nos. pumps(1W+1SB) - - -
67 h) Make: Pump: KIRLOSKAR, LUBI , GRUNDFOS Each 2 - 67,994 - 1,35,987.96
68 NS-7c Irrigation water Transfer pump - - -
69 a) Capacity: 100 LPM - - -
72 d) Mover : Electric Motor - - -
73 e) Make: Pump: KIRLOSKAR, LUBI , GRUNDFOS - - -
74 f) HP - 1.5 or As required. - - -
75 g) Quantity :1 set consisting of 2 nos. pumps(1W+1SB) Each 2 - 68,674 - 1,37,347.83
76 2.0 DRAINAGE SUMP PUMPS : - - -
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate (Add On "D"Rate (Add Amount (DSR- Amount (DSR
(DSR- Correction factor Rate DSR-2022 + Correction factor 2023) Civil 2022+GST 6.33%)
Sr.No Description of Item Unit Qty DSR.2023 Rate DSR-2022 Rate -NS NS AMOUNT
2023) 0.973 on DSR- GST 6.33% 0.973 on DSR- with correction E/M with
2023) 2023) factor correction factor
NS Installation, testing & commissioning of Submersible single stage,
single entry, Non-clog pumps connected to TEFC submersible motor
for 415 + 10% volts, 3 phase, 50 cycles A.C. power supply, 2900 RPM,
'F' insulation class & IP 68 protection with double mechanical seal,
pump connector unit with rubber diaphragm and bend, vertical.
discharge pipe, level controller with operational moded as one pump
working at low level, pumps at high level with a hooter alarm and cut
off at dry level as determined. The pump shall be provided with a
lifting devise of pull chain/guide rail, 10 m cable etc. as per
requirement complete in all respects. - - -
78 NS STP Sump Pump: - - -
(Pumps to be suitable to handle solids upto 10-15 mm size with CI
body, SS shaft, CI impeller with cable, double mechanical seal). - - -
80 ■ Capacity/Flow Rate : 250 LPM - - -
81 ■ Pumping Head : 12.0 m - - -
■ Motor kW : 1.0 HP (Approx) or as per manufacture
recommendation - - -
85 NS Pump Room Sump Pump: - - -
(Pumps to be suitable to handle solids upto 10-15 mm size with CI
body, SS shaft, CI impeller with cable, double mechanical seal). - - -
87 ■ Capacity/Flow Rate : 250 LPM - - -
88 ■ Pumping Head : 12.0 m - - -
■ Motor kW : 1.0 HP (Approx) or as per manufacture
recommendation - - -
NS Supplying,Installation, Testing & Commissioning of cast iron
92 butterfly valves conforming to IS, PN 1.0 complete with
bolts,nuts, 3mm thick compressed asbestos gasket, and two
matching flanges as per table E complete. - - -
NS Supplying,Installation, Testing & Commissioning of dual plate wafer
type C.I. non-return valve conforming to IS 5312 rated to PN 1.0
with bolts, nuts, 3mm thick gasket and matching flanges as per
table 'E' complete - - -
NS Supplying,Installation, Testing & Commissioning of C.I. double
flanged sluice valve rated to P.N. 1.0 with C.I. Cap/wheel nuts, bolts,
washers 3 mm thick gasket sheet, companion flange as per Table 'E'
complete. 80 mm dia for drain. - - -
98 80 mm nominal bore Each 2 - 4500 - 9,000.00
NS Supplying,Installation, Testing & Commissioning of reselient rubber
99 neoprene lined arch vibration eliminators with unit control nuts,
bolts, washers, companion flange as per table E complete suitable for
working pressure of 10 Kg/sqcm. - - -
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate (Add On "D"Rate (Add Amount (DSR- Amount (DSR
(DSR- Correction factor Rate DSR-2022 + Correction factor 2023) Civil 2022+GST 6.33%)
Sr.No Description of Item Unit Qty DSR.2023 Rate DSR-2022 Rate -NS NS AMOUNT
2023) 0.973 on DSR- GST 6.33% 0.973 on DSR- with correction E/M with
2023) 2023) factor correction factor
NS Supplying,Installation, Testing & Commissioning of liquid level
101 controller for pumps including Float type probes, wiring, cable,
conduit and making connection to pump panel complete in all
respects and making system functional , cutting and making good. - - -
NS For filter feed pump, sensor at low level of domestic tank to cut in
pump, one number at higher level of domestic tank to cut off pump,
102 one number at extra high level for alarm, and one number sensor for
dry running protection at low level of raw water tank and necessary
sensor cable, conduit and fixing arrangement. Set 1.00 - 7000 - 7,000.00
104 a)Sensor with panel -6 Set - - -
106 c)Conduit -200 mtr - - -
107 d)Istallation-6 Set - - -
NS Supplying,Installation, Testing & Commissioning of dial type
108 pressure gauge with isolation cock and chrome plated copper
pipe Dia meter 150 mm caliberation 0-10Kg/cm sq. Each 2 - 2800 - 5,600.00
NS Supplying,Installation, Testing & Commissioning of CI `Y' Strainer
(screwed/ flanged) with stainless steel fine wire mesh/ perforated
sheet basket with necessary flange/ unions nuts, bolts and washers
complete as required - - -
NS Supplying, installing, testing and commissioning of M.S. pipes to IS
1239 Heavy class OR IS:3589 7 mm thick complete with M.S. fittings
like,. Bends, tees, flanges, clamps,offsets reducers etc welded
joints(all type) including cutting holes and chases in brick work/ RCC
and making good the sameand applying two coats of synthetic
111 enamel paint of approved shade over red oxide primer of approved
shade complete as per specifications including surface preparation
and including M.S. structural work fabricated from standard sections
e.g. M.S. rounds, angles,plates , channels, GI clamps including cutting
to size, drilling, welding , insert plates "HILTI" make fasteners of
required specification..
114 NS Multi Grade filter : - - -
115 Installing, testing and commissioning of dual media filter of the
following specifications - - -
116 a)Shell thickness : 8 mm. - - -
117 b)Dished ends : 10 mm - - -
118 c)Depth of filter media 1200mm or as required - - -
119 d)Filtration velocity: 15000L / h / sqm. - - -
120 e)Filteration capacity: 400 LPM - - -
121 f)Filter Media : Silex Quartz, (Multigrade) and Anthracite - - -
122 g) Material of Construction: M.S. - - -
123 h)Working Pressure : 3 Kg/Sq.cm. - - -
124 i)Internal Finish: Two coats of anti- corrosive, food grade epoxy or
rubberised paint. - - -
125 j) External Paint : One coat of Primer and two coats of enamel paint of
approved shade. - - -
126 k)Dia of face piping and valves: 100 mm . - - -
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate (Add On "D"Rate (Add Amount (DSR- Amount (DSR
(DSR- Correction factor Rate DSR-2022 + Correction factor 2023) Civil 2022+GST 6.33%)
Sr.No Description of Item Unit Qty DSR.2023 Rate DSR-2022 Rate -NS NS AMOUNT
2023) 0.973 on DSR- GST 6.33% 0.973 on DSR- with correction E/M with
2023) 2023) factor correction factor
127 l)valve: Butterfly valve PN 1.0. , Filter: - - -
129 NS Activated carbon filter: - - -
130 Installing, testing and commissioning of activated carbon. filter of the
following - - -
131 specifications - - -
132 a)Shell thickness : 8 mm. - - -
133 b)Dished ends : 10 mm - - -
134 c)Depth of filter media 1200 mm or as required - - -
135 d)Filtration velocity: 15000L / h / sqm. - - -
136 e)Filteration capacity: 400 LPM - - -
137 f)Filter Media : Silex Quartz, (Multigrade) and Anthracite - - -
138 g)Material of Construction: M.S. - - -
139 h)Working Pressure : 3 Kg/Sq.cm. - - -
140 i)Internal Finish: Two coats of anti- corrosive, food grade epoxy or
rubberised paint. - - -
141 j)External Paint : One coat of Primer and two coats of enamel paint of
approved shade. - - -
142 k)Dia of face piping and valves: 100 mm . - - -
143 l)valve: Audco make butterfly valve PN 1.0. , Filter: - - -
144 Watcon, Thermax,Bharitya Techno Crafts - - -
Installing, testing and commissioning of Water softening system
comprising MS fabricated vertical softener ,shell thickness and 8 mm
thickness at dished ends and internal rubberized lining or epoxy
coating with FRP or HDPE brine tank of 1000 litre capacity with
manual agitator, 100 mm dia face piping and Audco make butterfly
146 NS-8 valves, brine injection system complete, regeneration cycle of 4 hours
at 400 LPM softening capacity. working pressure 2.6 Kg/sqcm. Test
pressure 4.5 kg/cm2, Inlet water hardness – 350 ppm Outlet hardness
80 ppm Resin depth should not be less than 800mm or as required
and quantity should not be less than 400 litres or as required. Inside
(contractor should submit batch number and make of resin supplied)
Digitally signed by
PRADYUMNA MUKHERJEE
BOQ for External Electrical work at JNV, at Narela (Delhi)
Abstract- External Electrical work
On "A"Rate Amount (DSR- Amount (DSR
Rate- On "D"Rate (Add
(Add Correction Rate DSR-2022 + GST 2023) Civil 2022+GST 6.33%)
Sr.No (DSR-2023) Description of Item Unit Qty DSR.2023 Rate DSR-2022 Correction factor Rate -NS NS AMOUNT
factor 0.973 on 6.33% with correction E/M with
DSR-2023) factor correction factor
Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including
accessories, and providing masonry enclosure with cover plate having locking
arrangement and watering pipe etc. with charcoal/coke and salt as required.
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick
including accessories, and 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. 7472
Earthing with copper earth plate 600 mm X 600 mm X 3 mm
thick including accessories, and 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. 13838
Providing and fixing 32 mm X 6 mm G.I. strip on surface or in recess for
connections etc. as required. 195
Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for
connections etc. as required. 244
Providing and fixing 25 mm X 5 mm Copper. strip on surface or in recess for
connections etc. as required. 1162
5.18 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop
8 earthing along with existing surface/ recessed conduit/ submain wiring/ Mtr 600 - 44.66 43.45 - 26,072 -
cable as required 42
6.2 Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm
9 long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. Nos. 2 - 550.79 535.92 - 1,072 -
base plate including holes etc. complete as required. 518
6.7 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or on surface
10 of wall for lightning conductor and external lighting complete as required. Mtr 100 - 133.98 130.36 - 13,036 -
(For Horizontal run) 126
6.8 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or on surface
11 of wall for lightning conductor complete as required. (For vertical run) Mtr 25 - 209.47 203.81 - 5,095 -
6.12 Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125
12 mm long, with 4 Nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. Metre 2 - 128.66 125.19 - 250 -
complete as required. 121
13 Cable End Termination & Pipes - 0 - - - - -
Suplying and making indoor cable end termination with heat shrinkable
14 jointing kit complete with all accessories including lugs suitable for the - - - - - -
following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as
9.1 Supplying and making ends termination with brass compression glands
15 and aluminium lugs for following size of PVC insulated PVC sheathed - - - - - -
aluminiumconductor cable of 1.1 KV grade as required . 0
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate Amount (DSR- Amount (DSR
Rate- On "D"Rate (Add
(Add Correction Rate DSR-2022 + GST 2023) Civil 2022+GST 6.33%)
Sr.No (DSR-2023) Description of Item Unit Qty DSR.2023 Rate DSR-2022 Correction factor Rate -NS NS AMOUNT
factor 0.973 on 6.33% with correction E/M with
DSR-2023) factor correction factor
Providing, laying and jointing PVC/RCC NP-2 pipe with Vin stiff mixture of
cement mortar in the proportion of 1:2 (1 cement:2 fine sand) including
(75 cm deep / or as required) i/c testing the joints etc. in loose soil/under the
flooring (before laying the finished flooring) for electrical cable entrance to
the building complete as required i/c excavation and refilling of earth. 0
Supplying and laying of following size DWC HDPE pipe ISI marked along with
all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II
complete with fitting and cutting, jointing etc.direct in ground (75 cm below
ground level) including - - - - - -
excavation and refilling the trench but excluding sand cushioning and
protective covering etc., complete as required. 0
38 NON SCHEDULE ITEMS - 0 - - - - -
Providing and fixing 32 mm X 6mm Copper. strip on surface or in recess for
connections etc. as required. 0 1182.14
41 TRANSFORMER - 0 - - - - -
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate Amount (DSR- Amount (DSR
Rate- On "D"Rate (Add
(Add Correction Rate DSR-2022 + GST 2023) Civil 2022+GST 6.33%)
Sr.No (DSR-2023) Description of Item Unit Qty DSR.2023 Rate DSR-2022 Correction factor Rate -NS NS AMOUNT
factor 0.973 on 6.33% with correction E/M with
DSR-2023) factor correction factor
Supplying, installing, testing and commissioning of 33/0.433 KV 3 Phase 50
cycle oil immersed, naturally cooled, outdoor type transformer connected
delta on H.T. side and star on L.T. side, hand operated off load Tap changer
switch, 250 KVA, rating Copper wound ,Energy efficiency level -2 and
diagram plate, two earthing terminal, lifting lugs, oil level gauge, drain valve
with plug, temperature not exceeding 50 º C on load, oil conservator with
drain plug, oil filling hole with plug, dehydrating silica gel breather on eye
level, four unidirectional roller, arcing horns, explosion vent, terminal
arrangement bushing on H.V. side and cable box on LV side, first filling of
oil upto desired level and transformer installing on existing structure with all
required materials arrangement as required ISI marked & as per IS
specification. and confirming to IS 1180 level 2 as per specification attached
complete in all respects as required at site.Contactor /Vendor shall submit
shop drawing to consultant before implementation. 0
43 complete All above as required. Set 1 - 0 - - 2224955.93 - - 22,24,956
44 MV PANEL BOARDS - 0 - - - - -
The BOQ shall be read in conjunction with general notes, specification and
equipment schedule and single line diagram. 0
Supply and installation of the following cubical type panels ( Partial Type
tested ) made of 14 gauge CRCA structure, base channel, doors & partitions
complete with, Air Circuit Breaker, moulded case circuit breakers, meters,
indicating lamps, current transformer etc. Complete in all respects, insulated
bus bars with heat shrinkable PVC sleeve in suitable bus chambers,
interconnection, small wiring, name plate, danger plate, earth bus etc. &
comprising of compartments with hinged door for each feeder & its
accessories, cable alley with hinged doors, bus chamber with bolted door etc.
The panel being of dust & vermin proof construction with rubber gasket,
attractively powder coated with Siemens grey shade and having orange peel
finish. The panel shall be free standing type/ wall mounted type as per
relevant drawing, Equipment schedule, specifications including all materials,
accessories, loose supplied items, etc. required for completeness of the
project majorly comprising of following : - 0
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate Amount (DSR- Amount (DSR
Rate- On "D"Rate (Add
(Add Correction Rate DSR-2022 + GST 2023) Civil 2022+GST 6.33%)
Sr.No (DSR-2023) Description of Item Unit Qty DSR.2023 Rate DSR-2022 Correction factor Rate -NS NS AMOUNT
factor 0.973 on 6.33% with correction E/M with
DSR-2023) factor correction factor
ACB shall have a rated operational voltage of 415V AC, rated insulation
voltage of 1000 volts AC, rated impulse voltage of 12kV.ACB shall be
Moulded Case design and shall comply with standards IS/IEC 60947-1 & 2.
with Ics = Icu = Icw (1sec) = 50kA.
Both fixed & draw-out circuit breakers shall have single pole-pitch. ACBs upto
3200A shall be provided with top horizontal and bottom vertical terminal
adapters on both sides for proper cable connections/bus duct connections.
Shunt trip and closing coil (having common AC/DC supply upto 250V) shall be
continuous rated.
There Should be On, Off, Trip, Spring Charge and Ready to close Indication
lamp for all ACB on the panel door..
ACB trip unit shall be EMC/EMI tested and should have a display for
measurement of current and voltage. It shall be possible to view last 5 trip
cause on trip unit. Separately powered, individual fault trip indication LEDs
(For O/L, S/C, E/F and trip unit failure) shall be available on the trip unit
which shall function even if the display fails.All ACB shall be EMS compitable.
All MCCBS shall be with Extended type Front door operating handle, Phase
Spreaders & Phase Barriers complying to IS/IEC 60947-1 & 2.
MCCBs shall be current limiting type preferably having an encapsulated
double break design, with rated operational voltage (Ue) of 415V, insulation
voltage (Ui) of 690 V (AC 50/60 Hz) & impulse voltage (Uimp) of not less than
The electrical life of MCCBs shall be 8,000 operations up to 250A & 4000
operations up to 630A and shall be of single frame size upto 250A.Cable
Termination on MCCB should be done using circular lugs being fixed with a
49 bolt passing through. - - - - - -
For E/F in MCCBs wherever required , external earthfault module with CBCT
should be used with indication lamp on the panel and fault sensitivity
selection from 20% – 60% In. and time delay selection in case of Earth Fault
from 0.5 to 3 Sec/ instantaneous.All incomer MCCB should be with E/F
protection also.There Should be On, Off, Trip, and electrical fault trip
Indication lamp for all MCCB on the panel door. Separate fault differentiation
indication (LED) for Over current and Earth fault. Indication for over current
and earth fault tripping shall be extended to the panel door via indication 0
All MCCBsMCCB shallabove
of ratigs be EMS250A
shall be microprocessor based and upto
250A shall be Thermal Magnetic Type and with Min 35 kA Rating . 0
ON, OFF, Trip and Ready to close status for each ACB and ON, OFF Trip staus
for all Incommer MCCB shall be avilable on MODBUS. 0
Control Voltage for Closing / Tripping coils , Spring charging motor &
52 Indicting lamps in Manually / Electrically operated ACB Feeder shall be 230 V - - - - - -
53 Metering CTs burden shall be with suitable VA & accuracy class .5 - 0 - - - - -
54 CTs shall be "CAST RESIN" type . - 0 - - - - -
55 All indication lights shall be LED type. - 0 - - - - -
All energy meter shall be "DIGITAL" type with Modbus Protocol as per
techncial Specification 0
Panel Manufacturer should have Type Test Certificates for Short Time
withstand current test of 50KA for 1.0 Sec from CPRI. Bhopal / Bangalore. 0
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate Amount (DSR- Amount (DSR
Rate- On "D"Rate (Add
(Add Correction Rate DSR-2022 + GST 2023) Civil 2022+GST 6.33%)
Sr.No (DSR-2023) Description of Item Unit Qty DSR.2023 Rate DSR-2022 Correction factor Rate -NS NS AMOUNT
factor 0.973 on 6.33% with correction E/M with
DSR-2023) factor correction factor
58 Control SP MCB's of 2A Rating shall be provided for each metering circuit. - - - - - -
59 20% spare control terminal to be provided. - 0 - - - - -
Live parts shall not be accessible after opening the door, Transparent acrylic
60 sheet to be provided to cover the same & busbar joints section shall be - - - - - -
covered with PVC shrouds. 0
All bus bar shall be insulated with coloured PVC Sleeve i.e. R, Y, B, BK as per
colour code. 0
62 All internal control wiring shall be heat resistant type. - 0 - - - - -
63 All TP/TPN feeders shall have solid isolable neutral link. - 0 - - - - -
All starters shall be provided with Auto/ Manual selector switch, MPCB/
MCCB/MCB, over load relay, single phasing preventor, ON/OFF/ Trip/ Trip on
64 Eclectrical Fault indication lamps, ON/OFF push Buttons, contractor and - - - - - -
suitable No. of Potential free contacts for remote / local operations,
indication, interlocking and Building Management system. 0
Current density for bus bar shall not be more than 0.8A/Sqmm. Rating of Bus
65 bar is after considering all derating factors. (Bus bar sizing calculation to be - - - - - -
submitted for approval.) 0
66 All TP/TPN feeders shall have solid isolable neutral link. - 0 - - - - -
Bus couplers shall be provided with ON & OFF indicating lights but without
All feeders shall be provided with door interlocked with door defeat, pad
lock facility. 0
69 Spare contacts of Relays/Contactor etc. shall be wired upto terminal block. - - - - - -
Degree of protection for following type of distribution panel enclosure shall
be as per IS:13947-1993. 0
71 IP 43 for indoor panels. - 0 - - - - -
72 IP 55 for outdoor panels. - 0 - - - - -
Contractor and panel builder shall have to submit the GA drawing and get
approval from consultant before inplementing. 0
74 NS-11 SCHOOL BUILDING PANEL- 200A Each 1 - 0 - - 2,60,189 - - 2,60,189
75 NS-12 FEEDER PILLAR- Guest House,Type-II & Type-III - 200A Each 1 - 0 - - 2,40,473 - - 2,40,473
76 NS-13 FEEDER PILLAR- Kitchen, Dining,Warden & Hostel - 400A Each 1 - 0 - - 3,68,121 - - 3,68,121
77 NS-14 FLOOR PANELS- Guest House,Type-II & Type-III & Hostel Each 10 - 0 - - 2,03,129 - - 20,31,288
78 NS-15 Feeder Pillar - Street Lighting Each 2 - 0 - - 98,837 - - 1,97,675
Supplying,Laying, testing and commissioning of following armoured
aluminium conductor XLPE 11 KV grade cable 0
Supply & Laying of 1.1KV grade multicore aluminium conductor XLPE
insulated and PVC sheathed armoured cable conforming to IS : 7098 (Part-I)
1998 along walls/ on existing cable trays etc. in an approved manner and as
per follows; 0
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate Amount (DSR- Amount (DSR
Rate- On "D"Rate (Add
(Add Correction Rate DSR-2022 + GST 2023) Civil 2022+GST 6.33%)
Sr.No (DSR-2023) Description of Item Unit Qty DSR.2023 Rate DSR-2022 Correction factor Rate -NS NS AMOUNT
factor 0.973 on 6.33% with correction E/M with
DSR-2023) factor correction factor
Constructing masonry Chamber 60x60x75 cm inside, in brick work in
cement mortar 1:4 (1 cement : 4 coarse sand) for Cable with C.I.
surface box 100mm top diameter, 160 mm bottom diameter and 180
mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1
cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal
95 18. 33 civil
size ) , i/c necessary excavation, foundation concrete 1:5:10 (1
cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal
size) and inside plastering with cement mortar 1:3 (1 cement : 3
coarse sand) 12 mm thick, finished with a floating coat of neat cement
complete as per standard design :
With common burnt clay F.P.S.(non modular) bricks of
class designation 7.5
98 EXTERNAL LIGHTING - 0 - - - - -
Supplying, installing, testing & commissioning of following Mtr long single
dip Galvanised steel octagonal poles in 3mm sheet integrated
connector box inside the pole containing one no. 5A MCB , Neutral link
and earth terminal with single over hang bracket 1m long ; providing
and fixing in position 1:2:4 reinforced cement concrete foundation for
99 NS-21 the pole, size 500mm(L)X500mm(W)X 1650mm deep i/c excavation of each - - - - - -
earth, providing, cutting, bending and placing in position reinforcement as
per drawing and providing PVC flexible pipes 50mm dia for cable entry
and exit as required i/c foundation bolts, transportation, handling,
marking etc. as per specification and drawings as required of Havells/ Bajaj or
Supply and installation of following arms on 7.5 to 9
mtr street light pole 0
103 NS-22a Single over hang bracket 1mtr length each 31 - 0 - - 1987.13 - - 61,601
104 NS-22b Double Over hang bracket 1mtr length each 20 - 0 - - 4983.39 - - 99,668
supply & drawing 3 core 2.5 sqmm unarmoured copper cable
105 NS-23 inside the GI Octagonal pole from connector box to the light Set 51 - - - 1180.40 - - 60,200
fixture including connections with thimbles as required in 3 to 9m pole 0
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate Amount (DSR- Amount (DSR
Rate- On "D"Rate (Add
(Add Correction Rate DSR-2022 + GST 2023) Civil 2022+GST 6.33%)
Sr.No (DSR-2023) Description of Item Unit Qty DSR.2023 Rate DSR-2022 Correction factor Rate -NS NS AMOUNT
factor 0.973 on 6.33% with correction E/M with
DSR-2023) factor correction factor
Supply, fixing &testing of prewired external light fixture having Die-cast
housing with epoxy coating and having profiled cooling fins at the top for
106 NS-24 effective heat dissipation, separate driver and LED lamp cavity, heat 0 - - - - - -
resistant toughened clear glass cover with high transmittance and high
quality gasketing system, high power LED complete as required.
25 Watt LED Fitting Lighting lantern on GATE/ POST TOP of Havells Cat
no.Coral IP65 - LHEVBHP7PN6K025 or equivalent .. 0
Street Light Luminare of 60 watt LED including suitable fixing MS clamps
108 NS-25 etc.as requird of Havells Cat No. each 63 - - - 6377.19 - - 4,01,763
ENDURASUNDOWNSL60WLED765PASYBOTG or equivalent 0
Design, supply at site, installation, testing & commissioning of 3-phase,&
Neutral, 415 volt, 1500 RPM, 50 HZ, Diesel generator set with prime rating
capacity of 25 KVA at 0.8 pf lagging diesel engine alternator set mounted on
common base frame in outdoor type acoustic enclosure , day tank capacity of
990 litres,m with AMF Panel,battery, batter charger, return fuel cooler, anti
vibration mounting pads including residential silencer, engine alternator, pcc
109 NS-26 based auto start & synchronization set, safeties with accessories as per Set 1 - - - 795958.53 - - 7,95,959
specification complete as required. Diesel engine shall conform to IS:10000
and alternator shall be self excited complete with AVR to IS:4722.and
updated at the time of execusion.Contractor and manufacturer shall have to
submit GA drawing for approval to engineer in charge before
implementing.Also arrange testing schedule at factory with engineer in 0
charge and client.
Digitally signed by
PRADYUMNA MUKHERJEE
BOQ for Tubewell work at JNV, at Narela (Delhi)
Abstract- Tubewell
On "A"Rate (Add Amount (DSR- Amount (DSR
Correction factor Rate DSR- Rate DSR-2022 + 2023) Civil 2022+GST 6.33%)
Sr.No (DSR-2023) Description of Item Unit Qty DSR.2023 Correction Rate -NS NS AMOUNT
0.973 on DSR- 2022 GST 6.33% with correction E/M with
factor 0.973 on
2023) factor correction factor
1 4.1 Providing and laying in position cement concrete of specified grade
excluding the cost of centering and shuttering - All work up to plinth level :
2 4.1.3 1:2:4 ( 1cement : 2 Coarse sand : 4 graded stone aggregate 20 mm
3 23.1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable
method prescribed in IS: 2800 (part I), including collecting samples from
different strata, preparing and submitting strata chart/bore log, including
hire & running charges of all equipments, tools, plants & machineries
required for the job, all complete as per direction of Engineer – in-charge,
upto 90 metre depth below ground level. - - -
4 23.1.1 All types of soil - - -
6 23.2 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable
method prescribed in IS: 2800 (part I), including collecting samples from
different strata, preparing and submitting strata chart/bore log, including
hire & running charges of all equipments, tools, plants & machineries
required for the job, all complete as per direction of Engineer – in-charge,
beyond 90 metre & upto 150 metre depth below ground level. - - -
7 23.2.1 All types of soil - - -
9 23.8 Gravel packing in tubewell construction in accordance with IS: 4097,
including providing gravel fine/ medium/ coarse, in required grading & sizes
as per actual requirement, all complete as per direction of Engineer-in-
10 23.10 Supplying, assembling, lowering and fixing in vertical position in bore well,
ERW (Electric Resistance Welded) FE 410 mild steel screwed and
socketed/plain ended casing pipes of required dia, conforming to IS: 4270,
of reputed & approved make, including painted with outside surface with
two coats of anticorrosive paint of approved
brand and manufacture, including required hire & labour charges, fittings &
accessories, all complete, for all depths, as per direction of Engineer-in-
charge. - - -
11 23.10.3 200 mm nominal size dia having minimum wall thickness 5.40 mm Metre 60 2442.75 2,376.80 1,42,607.75 -
12 23.11 Supplying, assembling, lowering and fixing in vertical position in bore well,
ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size
1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe
(type A) of required dia, conforming to IS: 8110, of reputed and approved
make, having wall thickness not less than 5.40 mm, including painted with
outside surface with two coats of anticorrosive bitumestic paint of approved
brand and manufacture, including hire & labour charges, fittings &
accessories, all complete, for all depths, as per direction of Engineer -in-
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate (Add Amount (DSR- Amount (DSR
Correction factor Rate DSR- Rate DSR-2022 + 2023) Civil 2022+GST 6.33%)
Sr.No (DSR-2023) Description of Item Unit Qty DSR.2023 Correction Rate -NS NS AMOUNT
0.973 on DSR- 2022 GST 6.33% with correction E/M with
factor 0.973 on
2023) factor correction factor
14 23.12 Development of tube well in accordance with IS : 2800 (part I) and IS:
11189, to establish maximum rate of usable water yield without sand
content (beyond permissible limit), with required capacity air compressor,
running the compressor for required time till well is fully developed,
measuring yield of well by "V" notch method or any other approved
method, measuring static level & draw down etc. by step draw down
method, collecting water samples & getting tested in approved laboratory,
i/c disinfection of tubewell, all complete, including hire & labour charges of
air compressor, tools & accessories etc., all as per requirement and
direction of Engineer-in-charge.
15 23.13 Providing and fixing suitable size threaded mild steel cap or spot welded
plate to the top of bore well housing/ casing pipe, removable as per
requirement, all complete for borewell of: - - -
17 23.14 Providing and fixing M.S. clamp of required dia to the top of casing/ housing
pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts
of required size complete. - - -
19 23.15 Providing and fixing Bail plug/ Bottom plug of required Dia to the bottom of
pipe assembly of tubewell as per IS:2800 (part I). - - -
21 18.8 Providing, laying, testing & commissioning of 'B' class heavy duty G.I. pipe
conforming to IS 1239 including welding, fittings like elbows, tees, flanges,
tapers, nuts, bolts, gaskets etc. and fixing the pipe on the wall/ceiling with
suitable clamp/support frame and painting with two or more coats of
synthetic enamel paint of required shade complete as required : - - -
23 18.11 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6
rating with bronze/gunmetal seat duly ISI marked complete with nuts,
bolts, washers, gaskets conforming to IS 13095 of following sizes as
required : - - -
25 18 Providing, installation, testing and commissioning of non-return valve of
following sizes confirming to IS:5312 complete with rubber gasket, GI bolts,
nuts,washers etc.as required : - - -
27 Supply, Lowering, installation & testing of submersible pumping set with 25
NS-27 HP to 30 HP motor 4/5 stage pump suitable for 45-60 m3 hr. at 60 to 100
mtr. Head respectively. With Three Phase. Each 1 - 94,732 - 94,731.74
28 Providing & fixing submersible copper cable 10 sq.mm. from submersible
pump to panel board. Metre 80 - 589 - 47,142.89
29 Providing & fixing Panel Board for submersible pump fitted with DOL starter
NS-29 ammeter, voltmeter single phase preventer standard/indo/cop make MCB of
off switch push bottom duly wired and made out of 16/18 SWG sheet.
Total C/F to Summary 7,24,763 - 1,50,506
Digitally signed by
PRADYUMNA MUKHERJEE
BOQ for Sewer line work at JNV, at Narela (Delhi)
Abstract Sheet -Sewer Line
Rate- On "A"Rate (Add On "D"Rate (Add Amount (DSR- Amount (DSR
(DSR- Rate DSR-2022 + GST
Sr.No Description of Item Unit Qty DSR.2023 Correction factor Rate DSR-2022 Correction factor Rate -NS 2023) Civil 2022+GST 6.33%) NS AMOUNT
0.973 on DSR-2023) 0.973 on DSR-2023) with correction E/M with
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
1 2.10 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
2 2.10.1 All kinds of soil
3 2.10.1.3 Pipes cables etc exceeding 300mm dia but not exceeding 600mm dia Mtr 650.79 549.75 534.91 3,48,112
Providing and laying in plane cement concrete of specified grade
4 4.1 excluding the cost of centering and shuttering - All work up to plinth - -
1:5:10(1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm
Centering and shuttering including strutting, propping etc. and removal
of form work for :
7 4.3.1 Foundations, footings, bases for columns sqm 130.158 392.15 381.56 49,663
Providing and fixing square - mouth SW gully trap class -1 complete
with CI grating brick masonry chamber with water tight CI Cover with
8 19.4 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
Providing, laying and jointing glazed stoneware pipes class SP-1 with
10 19.1 stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 - -
fine sand) including testing of joints etc. complete :
Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse
12 19.2 sand : 10 graded stone aggregate 40mm nominal size) alround - -
SW/RCC NP2 pipes including bed concrete as per standard design.
19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes
15 with collars jointed with stiff mixture of cement mortar in the - -
proportion of 1:2 (1 cement : 2 fine sand) including testing of joints
etc. complete :
Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing
drain pipe etc. and repairing the hole after insertion of drain pipe etc.
18 18.77 with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded Each 18 452 439.80 7,916
stone aggregate 20 mm nominal size), including finishing complete so
as to make it leak proof.
Digitally signed by
PRADYUMNA MUKHERJEE
Rate- On "A"Rate (Add On "D"Rate (Add Amount (DSR- Amount (DSR
(DSR- Rate DSR-2022 + GST
Sr.No Description of Item Unit Qty DSR.2023 Correction factor Rate DSR-2022 Correction factor Rate -NS 2023) Civil 2022+GST 6.33%) NS AMOUNT
0.973 on DSR-2023) 0.973 on DSR-2023) with correction E/M with
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
19 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.
Inside size 90 x 80 cm and45cm deep including CI cover with frame
20 19.7.1 (light duty ) 455 x 610 mm internal dimensions total weight of cover Each 34 12770.55 12,425.75 4,22,475
and frame to be not less than 38 kg) (weight of the cover 23 kg and
weight of frame 15 kg).
Total 20,33,266
Digitally signed by
PRADYUMNA MUKHERJEE
BOQ for Landscaping & Horticulture at JNV, at Narela (Delhi)
Abstract-Landscaping & Horticulture
On "A"Rate On "D"Rate Amount (DSR-
Rate- (Add (Add 2023) Civil
(DSR- Rate DSR-2020 2020+GST 6.33%)
Sr.No Description of Item Unit Qty DSR.2023 Correction Rate DSR-2022 Correction Rate -NS with NS AMOUNT
2020) + GST 6.33% E/M with
factor 0.973 on factor 0.973 on correction
correction factor
DSR-2023) DSR-2023) factor
Trenching in ordinary soil up to a depth of 60 cm including removal and
Trenching in ordinary soil up to a depth of 60 cm including removal and
stacking of serviceable materials and then disposing of surplus soil, by
spreading and neatly levelling within a lead of 50 m and making up the
1 2.1 trenched area to proper levels by filling with earth or earth mixed with Cum 102 - 78.1 83.04 80.80 8,241.76
sludge or / and manure before and after flooding trench with water
cost of imported earth, sludge or manure).
Supplying and stacking at site dump manure from approved source,
Supplying and stacking at site dump manure from approved source,
including carriage upto 5 km lead complete (manure measured in stacks
will be reduced by 8% for payment
3 2.4.2 Screened through sieve of I.S. designation 16 mm Cum 60 - 290.7 309.10 300.76 18,045.33
Digging holes in ordinary soil and refilling the same with the excavated
Digging holes in ordinary soil and refilling the same with the excavated
earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of
4 2.14 stacked volume of earth after reduction by 20% : 1 part of stacked volume - - - -
of manure after reduction by 8%) flooding with water, dressing including
removal of rubbish and surplus earth, if any, with all leads and lifts (cost of
manure, sludge or extra good earth if needed to be paid for separately)
Grassing with selection No. 1 Doob grass including watering and Grassing
with selection No. 1 Doob grass including watering and
9 2.10 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 grass and good earth shall be paid for separately).
Filling mixture of earth and sludge or manure in the desired proportion in
11 Filling mixture of earth and sludge or manure in the desired proportion in Cum 60 - 18.25 19.41 18.88 1,132.88
trenches, flooding with water and leveling (cost of supplying earth and
2.20 sludge or manure and mixing excluded).
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate Amount (DSR-
Rate- (Add (Add 2023) Civil
(DSR- Rate DSR-2020 2020+GST 6.33%)
Sr.No Description of Item Unit Qty DSR.2023 Correction Rate DSR-2022 Correction Rate -NS with NS AMOUNT
2020) + GST 6.33% E/M with
factor 0.973 on factor 0.973 on correction
correction factor
DSR-2023) DSR-2023) factor
Providing and fixing M. S. tree guard 45 cm square in plan, height 1.20
Providing and fixing M. S. tree guard 45 cm square in plan, height 1.20
metre above ground level and 0.40 metre below ground level. The vertical
12 members shall consist of four nos. angle iron of size 25x25x3 mm, 1.6 m Each 70 - 2219.25 2,359.73 2,296.02 1,60,721.11
long, one at each corner and 8 nos flat iron of size 25x3 mm, 1.2 m long.
The vertical mambers shall be welded to 4 nos. 25x6 mm M. S. flats placed
horizontally around the vertical member of the cage. One name plate of 1
mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard
near the middle height and lettered CPWD/ PWD/ any other approved
name. The tree guard shall be fixed to the ground by making suitable holes
and by embedding four corners leg in the ground, including refilling the
earth, compaction etc. complete. The tree guard shall be painted with two
or more coats of synthetic enamel paint of approved brand and
2.26 over a coat of primer, complete in all respect.
13 2.7 Fine dressing of the ground. Sqm 680 - 3.7 3.93 3.83 2,603.03
Mixing earth and sludge or manure in the required proportion specified or
Mixing earth and sludge or manure in the required proportion specified or
2.9 directed by the Officer-in-charge
Providing Circular Cement Concrete pots of specified size, cast with cement
Providing Circular Cement Concrete pots of specified size, cast with cement
15 2.29 concrete of nominal mix 1:2:4 (1 cement: 2 coarse sand: 4 graded stone - - - -
aggregate 6 mm nominal size), reinforced with 7 Nos ( 3 nos horizontal &
4 nos vertical “ U “ shape) M.S. wires of 3.5 mm dia as per design, including
required form work, finishing with cement punning on exposed surface,
curing for specified period and stacking in required rows & height, all
complete as per direction of Officer-in-charge.
Top inside dia 35 cm, outer bottom dia 25 cm, total height 35 cm with wall
thickness of 25.4 mm
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate Amount (DSR-
Rate- (Add (Add 2023) Civil
(DSR- Rate DSR-2020 2020+GST 6.33%)
Sr.No Description of Item Unit Qty DSR.2023 Correction Rate DSR-2022 Correction Rate -NS with NS AMOUNT
2020) + GST 6.33% E/M with
factor 0.973 on factor 0.973 on correction
correction factor
DSR-2023) DSR-2023) factor
Providing Circular Cement Concrete pots of specified size, cast with cement
Providing Circular Cement Concrete pots of specified size, cast with cement
17 concrete of nominal mix 1:2:4 (1 cement: 2 coarse sand: 4 graded stone - - - -
aggregate 6 mm nominal size), reinforced with 7 Nos ( 3 nos horizontal &
4 nos vertical “ U “ shape) M.S. wires of 3.5 mm dia as per design, including
required form work, finishing with cement punning on exposed surface,
curing for specified period and stacking in required rows & height, all
complete as per direction of Officer-in-charge.
Top inside dia 30 cm, outer bottom dia 20 cm, total height 30 cm with wall
2.30.1 thickness of 25.4 mm
2.56 Anti termite treatment of lawn area through premise 30.50% I P. one liter
Anti termite treatment of lawn area through premise 30.50% I P. one liter
premise diluted in 499 liters water and applying solution @ 1.00 litre
19 per sqm lawn or bed area.(two application) i/c cost of chemical)and as per Sqm 80 - 7.55 8.03 7.81 624.89
direction of officer-in-charge.and as per direction of officer-in-charge. Per
Providing and Displaying Budded Rose (H.T. variety) 3 to 4 healthy branch
30 cm and above Providing and Displaying Budded Rose (H.T. variety) 3 to
4 healthy branch 30 cm and above
ht. well developed with one and above flower plant in 20 cm Earthen Pot,
as per direction of
the officer-in-charge.
Providing and Displaying Creeper Rose variety 3 to 4 healthy branch 60 cm
and above ht. well Providing and Displaying Creeper Rose variety 3 to 4
21 4.92 healthy branch 60 cm and above ht. well Each 40 - 75.85 80.65 78.47 3,138.95
developed with one and above flowers in 25 cm Earthen Pot, as per
direction of the officer-incharge.
Providing and Displaying of Standard Rose (H.T. variety) 3 to 4 healthy
branch 90 cm and Providing and Displaying of Standard Rose (H.T. variety)
3 to 4 healthy branch 90 cm and
above ht. well developed with one and above flowers in 25 cm Earthen
Pot, as per direction of
4.93 the officer-in-charge
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate Amount (DSR-
Rate- (Add (Add 2023) Civil
(DSR- Rate DSR-2020 2020+GST 6.33%)
Sr.No Description of Item Unit Qty DSR.2023 Correction Rate DSR-2022 Correction Rate -NS with NS AMOUNT
2020) + GST 6.33% E/M with
factor 0.973 on factor 0.973 on correction
correction factor
DSR-2023) DSR-2023) factor
Providing and Displaying Bougainvillea named variety, Sobhra, Thima,
Marry palmar, Cherry Providing and Displaying Bougainvillea named
variety, Sobhra, Thima, Marry palmar, Cherry
Blossom etc. well developed with fresh & healthy bushy plant in full bloom
40 cm Cement Pot as per direction of the officer-in-charge.Providing and
Displaying Bougainvillea named variety, Sobhra, Thima, Marry palmar,
Blossom etc. well developed with fresh & healthy bushy plant in full bloom
40 cm Cement Pot as per direction of the officer-in-charge.Providing and
Displaying Bougainvillea named variety, Sobhra, Thima, Marry palmar,
Blossom etc. well developed with fresh & healthy bushy plant in full bloom
5.12 40 cm Cement Pot as per direction of the officer-in-charge.
Providing and Displaying Cycus revoluta in 35 cm challi, specimen plant,
having 30 to 40 with Providing and Displaying Cycus revoluta in 35 cm
challi, specimen plant, having 30 to 40 with
fresh and healthy, leaves having 25cm to 30cm circumfrance of base stem
well developed as
5.14 per direction of the officer-in-charge
Providing and Displaying Cyprus Golden Conical Shape 150 to 165 cm ht.,
with fresh and Providing and Displaying Cyprus Golden Conical Shape 150
healthy Golden colour foliage in 35cm Cement Pot as per direction of the
5.18 officer-in-charge
Providing and Displaying Ficus Long Island Topiary well developed with
fresh & healthy 5 to Providing and Displaying Ficus Long Island Topiary well
developed with fresh & healthy 5 to
6 ball specific size and shape 120 to 150 cm ht in 40 cm Cement Pot as per
direction of the
5.21 officer-in-charge
Providing and Displaying Foxtail palm well developed with fresh & healthy
28 foliage of ht. 210 Providing and Displaying Foxtail palm well developed with 12 - 1183.9 1,258.84 1,224.85 14,698.23
fresh & healthy foliage of ht. 210
5.30 to 240 cm in big 40 cm Cement Pot as per direction of the officer-in-charge.
Providing and stacking of Clerodendrum inerme having ht. 25 cm to 30 cm
multi branched in Providing and stacking of Clerodendrum inerme having
15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-
Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty
shape with fresh and 6.12 Providing and stacking of Duranta Golden,
30 6.12 having ht.15 to 20 cm bushty shape with fresh and Each 12 - 20 21.27 20.69 248.30
healthy leaves in 15 cm size of Earthen Pot / Plastic Pot & as per direction
of the officer-incharge
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate Amount (DSR-
Rate- (Add (Add 2023) Civil
(DSR- Rate DSR-2020 2020+GST 6.33%)
Sr.No Description of Item Unit Qty DSR.2023 Correction Rate DSR-2022 Correction Rate -NS with NS AMOUNT
2020) + GST 6.33% E/M with
factor 0.973 on factor 0.973 on correction
correction factor
DSR-2023) DSR-2023) factor
Providing and stacking of Iresine herbstii, of height 20-30 cm., full of
branches well developed Providing and stacking of Iresine herbstii, of
31 6.17 height 20-30 cm., full of branches well developed Each 36 - 20 21.27 20.69 744.91
in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-
Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm
in big polybag of Providing and stacking of Azadirachta indica ( Neem ) of
height 120-130cm in big polybag of
size 25 cm as per direction of the officer-in-charge.
Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50
cm well developed Providing and stacking of Bottle palm of ht. 270-300 cm
bottom girth 40-50 cm well developed
in big HDPE bags as per direction of the officer-in-charge
Providing and stacking of Callistemon lanceolatus of height 150-165 cm. in
big poly bags of Providing and stacking of Callistemon lanceolatus of height
150-165 cm. in big poly bags of
size 25 cm as per direction of the officer-in-charge.
Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm.
in big poly bags of Providing and stacking of Delonix regia (Gulmohar) of
height 150-165 cm. in big poly bags of
size 25 cm as per direction of the officer-in-charge.v
Providing and stacking of Ficus bengalensis (Bargad) of height 120-135 cm.
in big poly bags Providing and stacking of Ficus bengalensis (Bargad) of
height 120-135 cm. in big poly bags
of size 25 cm as per direction of the officer-in-charge.
Providing and stacking of Ficus nuda of height 150-165 cm., bushy with
healthy branches Providing and stacking of Ficus nuda of height 150-165
37 cm., bushy with healthy branches Each 20 - 190 202.03 196.57 3,931.45
and lush green foliage in big size HDPE bags as per direction of the officer-
7.35 in-charge.
Grassing with selection No. 1 Doob grass including watering and Grassing
with selection No. 1 Doob grass including watering and
38 2.1 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 grass and good earth shall be paid for separately).
Providing and stacking of Bombax ceiba of height 150-165 cm. in big poly
Providing and stacking of Bombax ceiba of height 150-165 cm. in big poly
bags of size 25 cm as per direction of the officer-in-charge
Digitally signed by
PRADYUMNA MUKHERJEE
BOQ for Rain Water Harvesting System work at JNV, at Narela (Delhi)
Abstract- Rain Water Harvesting System
On "A"Rate (Add On "D"Rate (Add Amount (DSR 2020+GST
Rate-DSR.2023 Rate DSR-2020 + Amount (DSR-2023) Civil
Sr.No (DSR-2020) Description of Item Unit Qty Correction factor Rate DSR-2022 Correction factor Rate -NS 6.33%) E/M with NS AMOUNT
GST 6.33% with correction factor
0.973 on DSR- 0.973 on DSR- correction factor
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 geting out and disposal of excavated earth, lead upto 50m and lift
upto 1.5m, as directed by Engineer-in-Charge.
3 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited
layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Cum 31 196.00 190.71 5911.95 -
6 4.1 Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level : - 0.00
7 4.1.8 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). Cum 4.5 6812.00 6,628.08 29826.34 -
8 5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope up
to 15 ° landings, balconies, shelves,chajjas, lintels, bands, plain window sills,
staircases and spiral stair cases up to floor five level excluding the cost of centering,
shuttering, finishing & reinforcement with1:2:4 (1 cement: 2 coarse sand: 4 graded
stone aggregate 20 mm nominal size) Cum 3.5 11505.50 11,194.85 39181.98 -
9 5.9 Centring and shuttering including stutting, propping etc. and removal of form for: - 0.00
10 5.9.3 Suspended floors, roofs, landings, balconies and acees platform Sqm 16 927.25 902.21 14435.43 -
11 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in
position and binding all complete. - 0.00
12 5.22.6 Thermo-Mechanically Treated bars of Grade Fe-500D or More. Kg 47 107.85 104.94 4932.09 -
13 6.1 Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: - 0.00
14 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 30 7132.25 6,939.68 208190.38 -
15 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated
as per IS: 10910 on 12mm dia steel bar conforming to IS :1786 having minimum
cross section as 23 mm x 25 mm and over all minimum length 263mm and width
as 165mm with minimum 112mm space between protruded legs having 2mm tread
on top surface by ribbing or chequering besides necessary and adequate anchoring
projections on tail length on 138mm as per standard drawing and suitable to with
stand the bend test and chemical resistance test as per specifications and heaving
manufactures permanent identification mark to be visible even after fixing "
including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6: (1
cement :3 coarse sand :6 graded stone aggregate 20mm nominal size )complete as
16 19.19 Providing and fixing in position precast RCC manhole cover and frame of required
shape and approved quality. - 0.00
17 19.19.3.1 HD-20 circular shape 560 mm internal diameter. Each 3 1675.70 1,630.46 4891.37 -
18 23.1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method
prescribed in IS: 2800 (part I), including collecting samples from different strata,
preparing and submitting strata chart/bore log, including hire & running charges of
all equipments, tools, plants & machineries required for the job, all complete as per
direction of Engineer –in-charge, upto 90 metre depth below ground level.
19 23.1.1 All types of soil - 0.00
21 23.3 Supplying, assembling, lowering and fixing in vertical position in bore well,
unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS:
12818, including required hire and labour charges, fittings & accessories etc. all
complete, for all depths, as per direction of Engineer –in-charge. - 0.00
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate (Add On "D"Rate (Add Amount (DSR 2020+GST
Rate-DSR.2023 Rate DSR-2020 + Amount (DSR-2023) Civil
Sr.No (DSR-2020) Description of Item Unit Qty Correction factor Rate DSR-2022 Correction factor Rate -NS 6.33%) E/M with NS AMOUNT
GST 6.33% with correction factor
0.973 on DSR- 0.973 on DSR- correction factor
23 23.4 Supplying, assembling, lowering and fixing in vertical position in bore well
unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS:
12818, including hire & labour charges, fittings & accessories etc. all complete, for
all depths, as per direction of Engineer-in-charge. - 0.00
25 23.5 Supplying, filling, spreading & levelling stone boulders of size range 5 cm to 20 cm,
in recharge pit, in the required thickness, for all leads & lifts, all complete as per
direction of Engineer-in-charge. Cum 7.5 1509.80 1,469.04 11017.77 -
26 23.6 Supplying, filling, spreading & levelling gravels of size range 5 mm to 10 mm, in the
recharge pit, over the existing layer of boulders, in required thickness, for all leads &
lifts, all complete as per direction of Engineer-in-charge. Cum 7.5 1538.25 1,496.72 11225.38 -
27 23.7 Supplying, filling, spreading & levelling coarse sand of size range 1.5 mm to 2 mm in
recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete
as per direction of Engineer –in-charge. Cum 7.5 1538.25 1,496.72 11225.38 -
28 23.8 Gravel packing in tubewell construction in accordance with IS: 4097, including
providing gravel fine/ medium/ coarse, in required grading & sizes as per actual
requirement, all complete as per direction of Engineer-in-charge. Cum 6 2024.50 1,969.84 11819.03 -
29 23.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to
establish maximum rate of usable water yield without sand content (beyond
permissible limit), with required capacity air compressor, running the compressor for
required time till well is fully developed, measuring yield of well by "V" notch method
or any other approved method, measuring static level & draw down etc. by step
draw down method, collecting water samples & getting tested in approved
laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges
of air compressor, tools & accessories etc., all as per requirement and direction of
Engineer-in-charge.
31 23.13 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the
top of bore well housing/ casing pipe, removable as per requirement, all complete
for borewell of: - 0.00
34 23.14 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of
tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size
complete. - 0.00
Total C/F to Summary 5,34,631 - -
Digitally signed by
PRADYUMNA MUKHERJEE
Bill of Quantities-Organic/Food Waste Compost
On "A"Rate On "D"Rate
Rate- (Add Rate DSR- (Add Amount (DSR
Rate DSR- 2023) Civil
Sr.No (DSR-2020) Description of Item Unit Qty DSR.2023 Correction 2020 + GST Correction Rate -NS 2020+GST 6.33%) E/M NS AMOUNT
2022 with correction
factor 0.973 6.33% factor 0.973 with correction factor
on DSR-2023) on DSR-2023)
Supply ,Installing & Commissioning Automatic Organic Waste
composting rector 500 kg Shaft process 500 kg waste capacity /
1 NS-30 day in batches, processes all kind of organic waste into compost
with & volume reduction up to 85.9 % within 24-36 hours.
Digitally signed by
PRADYUMNA MUKHERJEE
BOQ for Construction of MULTI SPORTS COMPLEX
On "A"Rate On "D"Rate
Rate- (Add Rate DSR- (Add Amount (DSR-2023) 2020+GST
Rate DSR- 6.33%) E/M
S.No DSR No. Description Unit Qty DSR.2023 Correction 2020 + GST Correction Rate -NS Civil NS AMOUNT
factor 0.973 6.33% factor 0.973 with correction factor
on DSR-2023) on DSR-2023) correction
Preparation and consolidation of sub grade with power road roller of B
to 12 tonne capacity after excavating earth to an average of 22.5.cm
depth, dressing to
camber and consolidating with road roller Including
making good the. undulations etc. and re-rolling the aub
16.1 grace and disposat of Surpls eartiwith lead uipto 50 metres
Supplying and stacking at site
16.3.2 63 imm to 45 min size stone aggregate
Supplying and stacking at site
16.3.3 53 mm to 22.4 mm size stone aggregate
Supplying and stacking at site
16.3.6 Stone screening 13.2 mm nominal size (Type A)
Supplying and stacking at site
16.3.7 Stone screening 11.2 mm nominal size (Type B)
Supplying and stacking at site
16.3.8 Red bajri
Supplying and stacking at site
Laying, spreading and compacting stone aggregate of specified sizes to
WBM specifications in uniform thickness, hand picking, rolling with 3
wheeled road / vibratory roller 8-10 tonne capacity in stages to proper
8 16.4 grade and camber, applying and brooming requisite type of screening / - - -
binding material to fill up interstices of coarse aggregate, watering and
compacting to the required density .
Providing and laying Acrylic flooring consisting of 8 layer systems
specification (a) 1 layer of re surfacer (b) 5 layer of cushion ( c ) 2 layer
of Color Line marking as per international standard.
Providing fixing and testing Hand operated hydraulic moveable
basketball system with 20mm thick transparent acrylic board with
double die made frame aluminium anodized with built in brackets for
10 NS-32 mounting dunking rims 3.2 metre projection from the base pole.spacial Pair 1 - 3,80,675.82 - 3,80,675.82
iron marking wheels.hand operted hydoalic system for east lifting and
bringing down the black board in a folding position as shown in the
pitcher system as per BFi specefications.
Digitally signed by
On "A"Rate On "D"Rate
Rate- (Add Rate DSR- (Add Amount (DSR-2023) 2020+GST
Rate DSR- 6.33%) E/M
S.No DSR No. Description Unit Qty DSR.2023 Correction 2020 + GST Correction Rate -NS Civil NS AMOUNT
factor 0.973 6.33% factor 0.973 with correction factor
on DSR-2023) on DSR-2023)
Providing fixing and testing HANDBALL GOAL POST
POLES(MOVEABLE):Handball goal post size (3metre width 2 metre
height) front face of 80 mm diametre of m.s pipe 32 mm + 0.1 mm wall
thickness with rear pipe of 40 mm dia with hooks for holding nets at the
rear along withwheels. All premired & painted along with Handwall
net(heavy duty)
Providing fixing and testing Volleyball poles basic model with over
12 NS-34 lapping system for height adjustment volley ball net plastic coated steel Pair 2 - 68,175.58 - 1,36,351.16
wire net,antenna foe (volley ball poles) fiberglass,detachable.
Providing & laying Line marking of badminton court on Kota stone
flooring as per internation rules with paint (Asian Berger or equivalent)
Providing and fixing G.I Chain link fabric fencing of required width in
mesh size 25 x 25 mm made for G.I wire of Dia metre 3 mm including
strengthen with 2mm Dia wire or nuts,bolts and washers as required
complete as per direction of Engineer- in -Charge.
Digitally signed by
Bill of Quantities-Open GYM
On "A"Rate NS rate (with including
Rate- (Add Rate DSR- On "D"Rate (Add Civil foundation/fixing work
Non Schedule IMAGES
Sr. No. Description of Item Unit Qty DSR.2023 Correction Rate DSR-2022 2020 + GST Correction factor etc and as per site NS AMOUNT
factor 0.973 on 6.33% 0.973 on DSR-2023) requirement)
1 NS-36 Open GYM items -
Multi Station Gym all items ( Dip Station,
2 Monkey Bar, Pull Up Bar, Push Up Bar, Horse Rider, Set 1 98,976 98975.71255
Shoulder Press, Leg Press & Chest Press )
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate NS rate (with including
Rate- (Add Rate DSR- On "D"Rate (Add Civil foundation/fixing work
Non Schedule IMAGES
Sr. No. Description of Item Unit Qty DSR.2023 Correction Rate DSR-2022 2020 + GST Correction factor etc and as per site NS AMOUNT
factor 0.973 on 6.33% 0.973 on DSR-2023) requirement)
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate NS rate (with including
Rate- (Add Rate DSR- On "D"Rate (Add Civil foundation/fixing work
Non Schedule IMAGES
Sr. No. Description of Item Unit Qty DSR.2023 Correction Rate DSR-2022 2020 + GST Correction factor etc and as per site NS AMOUNT
factor 0.973 on 6.33% 0.973 on DSR-2023) requirement)
Providing , installation ,testing &
commissioning (a) Heavy duty
commercial use elliptical cross trainer
(b) Self Power Generator system for
commercial use with no external
(c) 10 Programs or above with heart
rate monitor program in grips with
graphical display
(d) Cast steel/ Cast Iron fly wheel
(e) Mandatory display (LED/LCD) should
have Time, Level, Speed, Distance,
Ellleptical Cross
13 NS-37 Calories, pulse, RPM and Watt. Set 1 22,425 22425.26634
Additional Displays are acceptable
(f) Contact Heart Rate
(g) Extra wide foot pedals
(h) Minimum stride length of 20”
(j) Moving wheels
(k) Minimum user weight 150 Kg or
(l) Should have Variable and adjustable
resistance level
(m) Body frame anodized or any
equivalent rustproof material.
This equipment emphasizes on the
Double Cross cardio,lower/upper body
Walker exercises.size:1890mm x 520mm x
Providing , installation ,testing &
commissioning (a) Main supporting
pipe: Minimum 100 mm nominal bore
water proof, weather resistant G.I Pipe
of Heavy classification.
(b) Twister frame: 25 mm Nominal Bore
water proof, weather resistant G.I Pipe.
(c) Rotating Disc support pipe: 80 mm
Nominal Bore water proof, weather
15 NS-39 resistant G.I Pipe. (c) Paint: Powder Set 1 22,425 22425.26634
coated, mat finish, thickness 80 to120
(d) Plastic part: Solid polyethylene, UV
stabilized/ equivalent, weather
(e) Bearings: Maintenance free ball
(f) Maximum user weight: 120 Kg
(g) Maximum breaking point: 150 Kg
(h) Min weight of machine: 35 to 40 Kg
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate NS rate (with including
Rate- (Add Rate DSR- On "D"Rate (Add Civil foundation/fixing work
Non Schedule IMAGES
Sr. No. Description of Item Unit Qty DSR.2023 Correction Rate DSR-2022 2020 + GST Correction factor etc and as per site NS AMOUNT
factor 0.973 on 6.33% 0.973 on DSR-2023) requirement)
Providing , installation ,testing &
commissioningThis equipment
emphasizes on stretching exercises,
improves, physical performance, body
balance, aerobic capacity & flexibility.
Size: 1285mm x 510mm x 1400mm.
Providing , installation ,testing &
commissioningThis equipment
17 NS-41 Air Wheel emphasizes on the shoulder, elbow and Set 1 23,360 23359.65244
wrist muscles exercises.size:870mm x
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate NS rate (with including
Rate- (Add Rate DSR- On "D"Rate (Add Civil foundation/fixing work
Non Schedule IMAGES
Sr. No. Description of Item Unit Qty DSR.2023 Correction Rate DSR-2022 2020 + GST Correction factor etc and as per site NS AMOUNT
factor 0.973 on 6.33% 0.973 on DSR-2023) requirement)
Providing , installation ,testing &
commissioningEmphasizes on the front
& back upper leg muscle exercisee. It
also assists in leg stretching and waist
stretching. Size:1465mm x 930mm x
Providing , installation ,testing &
commissioning(a) Should be made of
metal CRCA Tube 60 mm x 60 mm x 2.5
(b) Minimum 12 Gauge thickness for
(c) Seats to be double stitched with tear
resistant leather foam or equivalent
(d) Machine to be powder coated with
colour of user choice
19 NS-43 Rowing Machine Set 1 22,425 22425.26634
(e) Should have exercise instructional
(f) Self-lubricating cables.
(g) Pulleys of fibre glass reinforced
nylon and precision matched to cable
diameter and revolve on sealed double
(h) Mild Steel Springs
(j) Minimum Length: - 58-60 Inch
(k) Minimum frame width: - 13-15 inch
Providing , installation ,testing &
commissioningThis equipment is an
efficient piece of fitnes equipment that
strengthens lower body & core muscles
20 NS-44 Balance Beam while promoting balance development Set 1 31,769 31,769
abdominal,calves,quadriceps,hamstring
s etc.size: 3700mm x 1175mm x
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate NS rate (with including
Rate- (Add Rate DSR- On "D"Rate (Add Civil foundation/fixing work
Non Schedule IMAGES
Sr. No. Description of Item Unit Qty DSR.2023 Correction Rate DSR-2022 2020 + GST Correction factor etc and as per site NS AMOUNT
factor 0.973 on 6.33% 0.973 on DSR-2023) requirement)
Providing , installation ,testing &
commissioningThis equipment
Weight Assisted strengthens lower & upper limb
Chest Press muscles.It improve flexibility of joints
and helps to lose weight.size:1625mm x
Providing , installation ,testing &
commissioningThe parallel bars are also
including for people with a range of
Parallel Bar Along
health conditions who need regular
22 NS-46 with Base of the Set 1 28,032 28031.58293
physiotheRAPY. This equipment
supports a range of lower body balance
and strength exercises.size: 6ft x 2.5ft x
FLOODLIGHTING FOR PLAY AREA:
-04 MS Steel poles of 22 feet height
150 Watts LED Foodlights four on each
Pole.(Brand:crompton Greaves/Havells
23 NS-47 Lighting Works or Equivalent). Set 4 80,426.42 3,21,706
-One/double door weather proof
distribution board with MS Sheet. -
Elight Poles with MCB'S.
-Earthing Electrode. Full wiring from
distribution board to poles and to the
fixtures complete.
Providing and fixing , Rubber Tiles (size
500 x 500 x25mm thick) flooring and
24 NS-48 Rubber Flooring interlocking paver block in GYM area sqm 739.893 2,159.00 15,97,431
as per specification & direction as per
Engineer -In-charge.
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate NS rate (with including
Rate- (Add Rate DSR- On "D"Rate (Add Civil foundation/fixing work
Non Schedule IMAGES
Sr. No. Description of Item Unit Qty DSR.2023 Correction Rate DSR-2022 2020 + GST Correction factor etc and as per site NS AMOUNT
factor 0.973 on 6.33% 0.973 on DSR-2023) requirement)
Cement concrete flooring 1:2:4 (1 cement : 2
coarse sand : 4 graded stone aggregate)
11.3 IPS Flooring finished with a floating coat of neat cement, sqm
including cement slurry, but excluding the
cost of nosing of steps etc. complete.
40 mm thick with 10 mm
nominal size stone aggregate
Total 22,61,987
Digitally signed by
PRADYUMNA MUKHERJEE
BOQ Summary of Boundary Wall Work
Name of Work:-Details of Scope for Construction of Phase-A, Phase-B & Phase-B (Bal.) works at JNV,Distt:- Narela (Delhi).
Amount (DSR 2022+GST
Amount (DSR-2023) Civil
S.No Description 6.33%) E/M with correction NS AMOUNT Total
with correction factor
1 Boundary Wall & Side gate 1,02,88,156 - 1,02,88,156
2 Main gate with Guard room 16,59,808 52,366 - 17,12,174
Digitally signed by
BOQ for Boundary Wall work at JNV, at Narela (Delhi)
Abstract Sheet-Boundary Wall
On "A"Rate (Add On "D"Rate (Add Amount (DSR-2023) Amount (DSR 2020+GST
Rate-DSR.2023 Rate DSR-2020 +
Sr.No (DSR-2020) Description of Item Unit Qty Correction factor 0.973 Rate DSR-2022 Correction factor Rate -NS Civil 6.33%) E/M with correction NS AMOUNT
on DSR-2023) 0.973 on DSR-2023) with correction factor factor
2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means
over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including
getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by
2 Engineer-in-charge.
2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations
etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming
4 and watering lead upto 50 mtrs. and lift upto 1.5 mtr.
5 CONCRETE WORK - -
4.1 Providing and laying in plane cement concrete of specified grade excluding the cost of
6 centering and shuttering - All work up to plinth level - -
4.1.10 1:4:10 (1 cement : 4 coarse sand : 10 graded stone aggregate 40 mm nominal size)
8 RCC WORK - -
5.9 Centring and shuttering including strutting, propping etc. and removal of form for:
10 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 485.72 392.15 381.56 1,85,332
11 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 694.57 736.4 716.52 4,97,671
12 5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts sqm 615 961.3 935.34 5,75,237
5.33 Providing and laying in position machine batched, machine mixed and machine vibrated
design mix M-25 cement concrete of specified grade for reinforced cement concrete work
including pumping of concrete to site of laying but excluding the cost of centring,
13 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
14 per design mix is payable /recoverable separately ). - -
15 5.33.1.1 All works below plinth level Cum 167.36 9504.75 9,248.12 15,47,719
16 5.33.2.1 All works above plinth level upto floor five level Cum 68.00 9860.4 9,594.17 6,52,404
5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in
17 position and binding all complete upto plinth level - -
5.22.6 Thermo-Mechanically Treated bars
19 BRICK WORK: - -
6.4 Brick work with F.P.S. bricks of class designation 7.5 in superstructure above plinth level up
20 to floor V level in all shapes and sizes in: - -
21 6.4.2 Cement mortar 1:6 (1 cement: 6 coarse sand) Cum 192.77 9105.95 8,860.09 17,07,967
22 STEEL WORK - -
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
23 required. - -
10.25.2 Structural steel work in single section, fixed with or without connecting plate, including
24 cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all kg 2375.00 172.6 167.94 3,98,857
25 FINISHING WORK - -
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate (Add On "D"Rate (Add Amount (DSR-2023) Amount (DSR 2020+GST
Rate-DSR.2023 Rate DSR-2020 +
Sr.No (DSR-2020) Description of Item Unit Qty Correction factor 0.973 Rate DSR-2022 Correction factor Rate -NS Civil 6.33%) E/M with correction NS AMOUNT
on DSR-2023) 0.973 on DSR-2023) with correction factor factor
13.47 Finishing walls with Premium Acrylic Smooth exterior paint with "Silicone additives of
26 required shade - -
13.47.1 New work (two or more coats applied @1.43 ltr/10 sqm over and including base coat of
water proofing cement paint applied @2.20kg/10sqm)
13.2 15 mm cement plaster on the rough side of single or half brick wall of mix :
30 16.53 Fixing of Cencertina Coil 600 ø Metre 493.00 375.8 365.65 1,80,267
Digitally signed by
PRADYUMNA MUKHERJEE
BOQ for -Main Gate & Guard Room work at JNV, at Narela (Delhi)
On "A"Rate (Add On "D"Rate (Add Amount (DSR-
Rate- Amount (DSR 2020+GST
(DSR- Correction factor Rate DSR-2020 + Correction factor 2023) Civil
Sr.No Description of Item Unit Qty DSR.2023 Rate DSR-2022 Rate -NS 6.33%) E/M with correction NS AMOUNT
2020) 0.973 on DSR- GST 6.33% 0.973 on DSR- with correction
2023) 2023) factor
2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) / Cum
manual means over in foundation trenches or drains (not exceeding
1.5m in depth. 10 sq.m sqm on plan) , including dressing of sides and
2 ramming of bottoms, fifty upto 1.5m including getting out the 61.77 260.3 253.27 15,645 - -
excavation soil and dosposal of surplus excavation soil as , with in lead
of 50 m all kinds of soil.
2.26.1 Extra for every additional lift of 1.5 m or part there of in Cum
3 excavation/banking excavation or stacked materials. 24.47 126.8 123.38 3,019 - -
All kinds of soil.
4 CONCRETE WORK - - - -
4.1.10 Providing and laying in position cement concrete of specified grade
excluding the cost of cantering and shuttering - All work up to plinth
5 level.1:5:10 (1 cement 5 coarse sand (zone-III) derived from natural cum 3.03 6518 6,342.01 19,216 - -
sources 10 grade stone aggregate 40 mm nominal size derived from
natural sources.
4.10 Providing and laying damp-proof course 40 mm thick with cement
6 concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate Sqm 3.15 410.85 399.76 1,259 - -
12.5 mm nominal size).
4.13 Providing & applying a coat of residual petrolium bitumen of grade of
VG-10 of approved quality using 1.7kg per square meter on damp
proof course after cleaning the surface with brushes and finaly with a
piece of cloth jightly soaked kerosene oil.
8 Reinforcement Cement Concrete - - - -
Providing and laying in position ready mixed M-25 grade concrete for
reinforced cement concrete work, using cement content as per
approved design mix, manufactured in fully automatic batching plant
and transported to site of work in transit mixer for all leads, having
continuous agitated mixer, manufactured as per mix design of
specified grade for reinforced cement concrete work, including
pumping of R.M.C. from transit mixer to site of laying , excluding the
9 cost of cantering, shuttering finishing and reinforcement, including - - - -
cost of admixtures in recommended proportions as per IS : 9103 to
accelerate/ retard setting of concrete, improve workability without
impairing strength and durability as per direction of the Engineer - in -
(Note :- Cement content considered in this item is @ 330 kg/cum.
Excess/less cement used as per design mix is payable/recoverable
10 up to plinth level - - - -
14 Above plinth to floor-V - - - -
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate (Add On "D"Rate (Add Amount (DSR-
Rate- Amount (DSR 2020+GST
(DSR- Correction factor Rate DSR-2020 + Correction factor 2023) Civil
Sr.No Description of Item Unit Qty DSR.2023 Rate DSR-2022 Rate -NS 6.33%) E/M with correction NS AMOUNT
2020) 0.973 on DSR- GST 6.33% 0.973 on DSR- with correction
2023) 2023) factor
Providing and laying in position ready mixed M-25 grade concrete for
reinforced cement concrete work, using cement content as per
approved design mix, manufactured in fully automatic batching plant
and transported to site of work in transit mixer for all leads, having
continuous agitated mixer, manufactured as per mix design of
15 specified grade for reinforced cement concrete work, including - - - -
pumping of R.M.C. from transit mixer to site of laying , excluding the
cost of cantering, shuttering finishing and reinforcement, including
cost of admixtures in recommended proportions as per IS : 9103 to
accelerate/ retard setting of concrete, improve workability without
impairing strength and durability as per direction of the Engineer - in -
Cement and shuttering including strutting propping etc and removal of
from for all height.
20 5.9.1 Foundation footings, bases of columns, etc. for mass concrete. sqm 20.73 392.15 381.56 7,910 - -
21 5.9.6 Columns,Pilars,Piers,Abutment,Post and Struts. sqm 92.88 961.30 935.34 86,875 - -
Susoended floors.roofs,landings, balconies and access platform with 73.15
water proof ply 12 mm thick.
Lintels,beams,plinth beams,girders,bresumers and cantilevers with 58.53
water proof ply 12 mm thick
Steel reinforcement for R.C.C work including straigjhtening, cutting
24 5.22.6 bending, placing in position and binding all complete upto plinth level. kg 1305.00 107.85 104.94 1,36,944 - -
Thermo-Mechanically Treated bars of grade Fe-500D or more
Steel reinforcement for R.C.C work including straigjhtening, cutting
25 5.22.A.6 bending, placing in position and binding all complete above plinth kg 2823.00 107.85 104.94 2,96,240 - -
level. Thermo-Mechanically Treated bars of grade Fe-500D or more
26 Masonary Work - - - -
Brick work with burnt clay F.P.S (non modular) bricks of class
27 6.4.2 designation 7.5 im superstructure above plinth level up to floor v level cum 19.26 9105.95 8,860.09 1,70,645 - -
all shape and size in : cement motar 1:6 (1 cement:6corse sand)
28 Wood and PVC Work - - - -
Providing and fixing ISI marked flush door shutters conforming to IS:
2202 (Part I) non-decorative type, core of block board construction
29 9.21.1 with frame of 1st class hard wood and well matched commercial 3 ply sqm 1.58 2392.65 2,328.05 3,678 - -
veneering with vertical grains or cross bands and face veneers on both
faces of shutters :35 mm thick including ISI marked Stainless Steel
Providing with necessary
fixing screws.
M.S grills or required pattern in frames of window
30 9.48.1 etc.M.S flat square or round bars etc. including priming coat with KG 9.72 219.10 213.18 2,072 - -
approved steel primer all complete fixed to steel windows by welding.
Providing and fixing aluminium hamging floor door stopper ISI marked
anodised (anodic coating not less than grade AC 10 as per IS : 1868 )
transparent or dyed toreqired colour or shade with necessary screws
etc.complete Twin rubber stopper.
Providing and fixing bright/matt finished Stainless Steel handles of
32 9.165.1 approved quality & make with necessary screws etc all complete (a) NOS 2.00 119.20 115.98 232 - -
Providing and fixing aluminium sliding door bolts ISI marked
anodised (anodic coating not less than grade AC 10 as per IS: 1868)
33 9.96 transparent or dyed to required colour or shade with nuts and screws - - - -
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate (Add On "D"Rate (Add Amount (DSR-
Rate- Amount (DSR 2020+GST
(DSR- Correction factor Rate DSR-2020 + Correction factor 2023) Civil
Sr.No Description of Item Unit Qty DSR.2023 Rate DSR-2022 Rate -NS 6.33%) E/M with correction NS AMOUNT
2020) 0.973 on DSR- GST 6.33% 0.973 on DSR- with correction
2023) 2023) factor
Providing and fixing aluminium tower bolts ISI marked anodised
34 9.97 (anodic coating not less than grade AC 10 as per IS : 1868 ) - - - -
300x10 mm or dyed toreqired colour or shade with necessary screws
38 Steel WORK - - - -
Providing and fixing factory made ISI marked steel glazed
doors,windows and ventilators side / top / center hung, with beading
and all members sich as F7D, F4B, K1.1.B and K12.B etc. complete of
standard rolled steel section, joints miterd and flash butt welded and
sash bars tenoned and riveted including providing and fixing of hinges,
39 10.11.1 pivots including priming coat of approved steel primer but excluding KG 12.96 131.05 127.51 1,653 - -
the coast of other fitings complete all as per approved design.(section
weight only steel members shalll be measured for payment) fixing with
15x3 mm lugs 10 cm long embedded in cement concrete block
15x10x10 cm c.c 1:3:6 (1 cement 3 coarse sand 6 graded stone
aggregate 20 mm nominal size)
Providing and fixing T-iron frames for door windows and ventilators of
mild steel Tee-section joints miterd and welded including fixing of
necessary butt hinges and screws and applying a priming coat of
approved steel primer
Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete
graded stone aggregate 20 mm nominal size)
Steel work welded in built up section / framed work, including
cutti8ng, hoisting, fixing in position and applying a priming coat of
approved steel primer using structure steel etc. as requlrted in
gratings, frames, guard bar ladder, railing, brackets,gates and similar
Providing and Fixing glass panel with putty and glazing clips in steel
doors, windows all complete with 4.0 mm thick glass panels.
44 Flooring - - - -
Kota stone slab flooring over 20 mm (average) thick base laid over
and joints with grey cement slurry mixed with pigment to match the
shade of the slabs including rubbing and polishing complete with base
of cement mortar 1:4 (1 cement: 4 coarse sand).
Kota stone slab 20 mm thick in risers of steps, skirtingh, dado and
pillars laid on 12 mm (average) and joint with grey cement slurry
mixed with polishing to match the shade of the slabs, including
rubbing and polishing complete.
47 Finishing - - - -
12 mm cement plaster on the fair side of single or half brick wall (a)
1:6 (1 cement 6 coarse sand)
15mm cement plaster on rough side of single or half brick wall of mix
1:4 (1 cement 4 coarse sand )
15mm cement plaster on rough side of single or half brick wall of mix
1:6 (1 cement 6 coarse sand )
51 13.16.1 6 mm cement plaster to ceiling (a) 1:3 (1 cement 3 fine sand) SQM 27.05 300.45 292.34 7,908 - -
Distempering with oil bound washable distemper of approved brand
52 13.41.1 and manufacture to give an even shade : New work (two or more SQM 111.05 185.65 180.64 20,060 - -
coats) over and including water thinnable priming coat with cement
Finishing walls with water proofing cement paint of required shade
New work ( Two or more coats applied @ 3.84 kg/10 sqm)
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate (Add On "D"Rate (Add Amount (DSR-
Rate- Amount (DSR 2020+GST
(DSR- Correction factor Rate DSR-2020 + Correction factor 2023) Civil
Sr.No Description of Item Unit Qty DSR.2023 Rate DSR-2022 Rate -NS 6.33%) E/M with correction NS AMOUNT
2020) 0.973 on DSR- GST 6.33% 0.973 on DSR- with correction
2023) 2023) factor
54 Applying priming coat. - - - -
With ready mixed pink or grey primer of approved brand and
manufactured on wood work (hard and soft wood)
With ready mixed red oxide zink chromate prime of approved brand
and manufactured on steel galvanised iron/steel works.
Painting with synthetic enamel paint of approved brand and
57 13.61.1 manufacture of required colour to give an even shade :Two or more SQM 40.64 155.90 151.69 6,165 - -
coats on new work.
Providing and applying white cement paint based putty of average
thickness 1 mm of approved brand and manufacturer over the
plastered wall surface to prepare the surface even and smooth
59 Water proofing - - - -
Providing and laying water proofing integral cement based water
60 proofing treatment including preparation of surface as required for - - - -
tratment etc consisting of following operations.
(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of
cement admixed with water proofing compound conforming to IS
61 :2645 and approved by Engineer-in charge over the RCC slab - - - -
including adjoining walls upto 300
(b) Laying brick bats with mortar using broken bricks/brick bats 25
mm to 115 mm size with 50 % of cement mortar 1:5 (1 cement : 5
coarse sand ) admixed with water proofing compound conforming to
IS 2645 and approved by Enginering -charge over 20 mm thick layer
62 of cement mortar of mix 1:5 (1 cement:5 coarse sand) admixed with - - - -
water proofing compound conformung to IS :2645 and approved by
Engineerin- charge to required slope and treating similary the
adjoining walls upto 300 mm height including of function of wall and
(c) After two days of proofing curing applying a second coat of cement
slurry using 2.75 kg/sqm of cement admixed with water proofing
compound conforming to IS : 2646 and approved by Engineer-in-
(d) Finishing the surface with 20 mm thick jointless cement mortar of
mix 1:4 (1 cement : 4 coarse sand) admixed with water proofing
compound conforming to IS : 2645 and approved by Engineer-in
64 charge including laying glass fiber cloth of approved quality in top - - - -
layer of plaster and finally finishing the surface with trowel with neat
cement slurry and making pattern of 300x300 mm square 3 mm deep.
(e) The whole terrace finished shall be flooded with water for a
minimum period of two for curing and for final test All above
65 operations to be done and as direct and specified by the Engineer-in- - - - -
With average thickness 20 mm and minimum thickness at khurra as SQM 54.57 1684.6
Wiring for light point /fan point/ exhaust fan / call bell point with 1.5
sq.mm FRLS PVC insulated copper conductor single core cable in
67 1 surface / recessed conduit, piano type switch phenolic laminated - - - -
sheet suitable size ms box and the earthing point with 1.5 sqmm FRLS
PVC insulated copper conductor single core cable etc
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate (Add On "D"Rate (Add Amount (DSR-
Rate- Amount (DSR 2020+GST
(DSR- Correction factor Rate DSR-2020 + Correction factor 2023) Civil
Sr.No Description of Item Unit Qty DSR.2023 Rate DSR-2022 Rate -NS 6.33%) E/M with correction NS AMOUNT
2020) 0.973 on DSR- GST 6.33% 0.973 on DSR- with correction
2023) 2023) factor
Wiring for group control (looped) light point /fan point/ exhaust
point/call bell point ( without independent switch etc.) with 1.5 sqmm
69 1.54 FRLS PVC insulated copper counductor single core cable in surface / - - - -
recessed steel conduit and earthing the point with 1.5 sq.mm FRLS
PVC insulated copper conductor single core cable etc as required
Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated
copper conductor single core cable in surface / recessed medium class
71 1.9 PVC conduit, 2 way piano type switch phenolic laminated sheet Point 1 - - 1,507 -
suitable size ms box and the earthing point with 1.5 sqmm FRLS PVC
insulated copper conductor single core cable etc 1457 1,549.23 1,507.40
Wiring for light/power plug with 2x4 Sq.mm FRLS PVC insulated,
copper conductor, single core cable in surface/recessed PVC conduit
alongwith 1 No. 4 Sq.mm FRLS PVC insulated copper conductor single
core cable for loop earthing as required. 334 355.14 345.55
Wiring for circuit/ submain wiring alongwith earth wire with the
73 1.14 following sizes of FRLS PVC insulated copper conductor, single core - - - -
cable in surface/ recessed medium class PVC conduit as required - -
Supplying and fixing suitable size GI box with modular plate and cover in
front on surface or in recess, including providing and fixing 3 pin 5/6 amps
modular socket outlet and 5/6 amps modular switch, connection etc. as
Supplying and fixing suitable size GI box with modular plate and
cover in front on surface or in 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. 586 623.09 606.27
Supplying and fixing 20A 240V SPN Industrial type socket outlet with
two pole and earth metal enclosed plug top along with 20A "c" curve
81 into SP MCB in sheet steel encloser on surface or in recess with Each - - 3,354 -
chained metal cover for the socket out let and complete with
2.18 connection testing and commission etc as required 2 1621 1,723.61 1,677.07
Supplying and fixing stepped type electronic fan regulator on the
82 1.25 existing modular plate switch box including connections but excluding - - 382 -
modular plate etc. as required. Each 1 369 392.36 381.76
Supplying and fixing modular blanking plate on the existing modular
plate & switch box excluding modular plate as required. Each 1 40 42.53 41.38
Supplying and fixing following way, single pole and neutral, sheet steel
,MCB distribution board, 240 volts, on surface/ recess, complete with
84 2.30 tinned copper busbar, neutral bus bar, earth bar, din bar, - - - -
interconnections powder painted including earthing etc. as required.
(But with out MCB/RCCB/ Isolator). - -
supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C Curve,
86 2.10 miniature circuit breaker suitable for inductive load of following poles - - - -
in the existing MCB DB complete with connectoin testing and
commissioning etc.as required. - -
Supplying and fixing single pole blanking plate in existing MCB DB
2.11 Complete etc as required Each 1 13 13.82 13.45
Providing and fixing M.V danger notice plate of 200 x 150 mm made
89 of mild steel at least 2 mm thick and vitreous enameled white on both - - 278 -
2.21 side and with inscription in single red colour on front side as required Each 1 269 286.03 278.30
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate (Add On "D"Rate (Add Amount (DSR-
Rate- Amount (DSR 2020+GST
(DSR- Correction factor Rate DSR-2020 + Correction factor 2023) Civil
Sr.No Description of Item Unit Qty DSR.2023 Rate DSR-2022 Rate -NS 6.33%) E/M with correction NS AMOUNT
2020) 0.973 on DSR- GST 6.33% 0.973 on DSR- with correction
2023) 2023) factor
Supply, Installation, Testing and Commissioning of 1200 mm sweep,
BEE 5 star rated, ceiling fan with Brush Less Direct Current
(BLDC)Motor, class of insulation: B, 3 nos. blades, 30 cm long down
rod, 2nos. canopies, shackle kit, safety rope, copper winding, Power
Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air
90 19.1 delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374- - - 2,824 -
2019),THD less than 10%, remote or electronic regulator unit for
speed control and all remaining accessories including safety pin, nut
bolts, washers, temperature rise=75 degree C (max.), insulation
resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single
phase AC Supply, earthing etc. complete as required. 1 2730 2,902.81 2,824.43
supplying and fixing following rating,four pole,415 V,isolator in the
91 2.13.2 existing MCB DB complete with connectoin testing and commissioning Each 1.00 - 1,099 - 1,070 -
etc.as required. 1,069.66
Installation, testing and commissioning of pre-wired, fluorescent fitting
93 1.41 / compact fluorescent fitting of all types, complete with all accessories - - 661 -
and tube etc. directly on ceiling/ wall, including connection with 1.5 3 213 226.48 220.37
Installation, testing and commissioning of ceiling fan, including wiring
the down rods of standard length (up to 30 cm) with 1.5 sq. mm FRLS
94 1.45 PVC insulated, copper conductor, single core cable, including providing Each 2 - - 701 -
and fixing phenolic laminated sheet cover on the fan box etc. as
Installation of exhaust fan in the existing opening, including making
good the damage, connection, testing, commissioning etc. as required.
Supplying and fixing call bell/ buzzer suitable for single phase, 230 V,
1.38 complete as required 1 99 105.27 102.42
Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for Each 1 220.65 -
ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm
thick M.S. sheet with its top surface hacked for proper bonding, top lid shall
be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round
99 10.18 headed screws, one lock at the corners. Clamp shall be made of 12 mm dia 214.69 215 - -
M.S. bar bent to shape as per standard drawing.
Digitally signed by
PRADYUMNA MUKHERJEE
BOQ Summary of Furniture Work
Name of Work:-Details of Scope for Construction of Phase-A, Phase-B & Phase-B (Bal.) works at JNV,Distt:- Narela (Delhi).
Amount (DSR-2023) Amount (DSR 2022+GST
S.No Types of Quarters Civil 6.33%) E/M with correction NS AMOUNT Total Cast
with correction factor factor
1 Cost of School building Furniture 43,58,166 43,58,166
2 Cost of Kitchen & Dinning Hall 21,77,932 21,77,932
Digitally signed by
for JNV, at Narela (Delhi)
bstract of Furniture
S.No Specification Sample Image Quantity Unit NS Rate NS Amount
SCHOOL BUILDING
1(a) NS-50 Supply & installation Big Desk (for two persons)-The overall dimensions of desk will be 1066mm * 930mm * Height 760mm, complete as per
Specifications enclosed and direction of Engineer-in- charge having the Table top shall be made up of 18.0 mm thick plywood IS 303 of MR Grade
OSL (one side shall be laminated, and other side shall have balancer finish). Table top dimensions shall be W 850 mm x D 380 mm. Edge towards bench
shall be post formed with round edge. The remaining three edges must be sealed with 2mmthick PVC edge banding tape. Edge band must be trimmed on
edges and corners. The desk shall be Greenguard certified for low chemical emission of VOCs (Voltage Organic Compounds) and carcinogens,
contributing to a healthier room environment. Valid certificate to be submitted along with the bid. Make of Plywood : Merino / Greenply / Century /
Kitply. Make of Laminate & balancer : Marino / Greenlam / ASIS / Century following specifications. Seat and back rest shall be made of 18mm thick
plywood of MR Grade OSL (one side shall be laminated, and other side shall have balancer finish) except back rest. Back rest shall be have both sides
colour lamination.
Technical details of seat and back rest are mentioned below:Seating bench dimensions shall L 900 mm x W 300 mm. Front side shall be rounded with
post forming. Remaining three edges shall sealed with 2mm thick PVC edge banding tape.
Back rest dimensions shall L 900 x H 200 mm Upper side shall be rounded with post forming Remaining three edges shall be sealed with 2mm thick
PVC edge banding tape. Desk Shelve shall be made of prime quality 0.8mm thick CRCA sheet of H150mmxD300mm and side stiffeners of MS
CRCA tube size 19mmx19mmx1mmthick. One vertical support (partition) of square tube size 25mm square x1.2mm thick must be provided at centre of
tray . Upper moedsty made of prime quality 0.8mm thick CRCA Sheet Powder Coated should be embossed with dimples in round shape, height
will be 150mm, there should be Perforated lower modesty Made of prime quality 0.8 mm thick CRCA sheet of size H150mmXD21mm with
square perforation, CRCAT ube of size 19x19x1mm thick to be inserted for full length at bottom of Jali . Bag hook should be provide on
both side of piller made of minimum 4mm dia rod Side frame structure:- Made of prime quality CRCA pressed form section 165mmx25mmx1mm
thick welded to 25mmx50mmx1.2mm thick CRCA tube , Seat and back side frame structure made of prime quality CRCA pressed form section 120 Each 6,403.99 768478.599
165mmx25mmx1mm thick welded to 25.4mm diameter x 1.6mm thick ERW-1pipe , there will be 8no. horizontal supports are 25mmx25mmx1.2mm
thick CRCA pipes. .
Bottom Rectangular tube 50x25x 1.2mm thick should be closed with PPCP cap bothside sand pipe dia. 25.4x1.6mm thick should be closed with metal
(Backside) and other side (Undertheseat) PPCP cap, complete as per engineer incharge Desk should be in semi knock down form with the help
16 connecting pipes ; 8 pipes on each side : connecting pipe size will be 20x20x1.2mm .All Metal Pieces Shall Be Welded Properly Strongly and
conformity with regulations with CO2 Welding Shall Be Used , CRCA Metal Shall Be Coated After Being Treated With At Least Three Stages And
Cleaned From Oil , Grease , Dust And Other Dirt Using Special Thermal Control Coating For Metal Furniture To Form a Layer Of Base Coating Of
(iron phosphating) (0.4 – 0.8) gm/m² , Automatic Spray Coating Shall Be Applied To Be Followed By a Drying Process In a Thermal Furnace With
Suitable Temperature And Time For The Process , Metal Pipe & 7 tank treatment with minimum 45-50 micron powder coating . Company being an
OEM and have ISO 9001,ISO 45001,ISO14001, ISO50001 (NABCB Accredited),AIOTA, GREENCO,GREENPRO,IGBC,GRIHA
Digitally signed by
PRADYUMNA MUKHERJEE
S.No Specification Sample Image Quantity Unit NS Rate NS Amount
1(b) NS-51 Supply & installation Medium Desk (for two persons)-The overall dimensions of desk will be 900mm W± 5 X 890mm D± 5 X 688/420mm H± 5 ,
complete as per Specifications enclosed and direction of Engineer-in- charge having the Table top shall be made up of 18.0 mm thick plywood IS 303
of MR Grade OSL (one side shall be laminated, and other side shall have balancer finish). Table top dimensions shall be W 850 mm x D 380 mm. Edge
towards bench shall be post formed with round edge. The remaining three edges must be sealed with 2mmthick PVC edge banding tape. Edge band must
be trimmed on edges and corners. The desk shall be Greenguard certified for low chemical emission of VOCs (Voltage Organic Compounds) and
carcinogens, contributing to a healthier room environment. Valid certificate to be submitted along with the bid. Make of Plywood : Merino / Greenply /
Century / Kitply. Make of Laminate & balancer : Marino / Greenlam / ASIS / Century following specifications. Seat and back rest shall be made of
18mm thick plywood of MR Grade OSL (one side shall be laminated, and other side shall have balancer finish) except back rest. Back rest shall be have
both sides colour lamination.
Technical details of seat and back rest are mentioned below:Seating bench dimensions shall L 900 mm x W 300 mm. Front side shall be rounded with
post forming. Remaining three edges shall sealed with 2mm thick PVC edge banding tape.
Back rest dimensions shall L 900 x H 200 mm Upper side shall be rounded with post forming Remaining three edges shall be sealed with 2mm thick
PVC edge banding tape. Desk Shelve shall be made of prime quality 0.8mm thick CRCA sheet of H150mmxD300mm and side stiffeners of MS
CRCA tube size 19mmx19mmx1mmthick. One vertical support (partition) of square tube size 25mm square x1.2mm thick must be provided at centre of
tray . Upper moedsty made of prime quality 0.8mm thick CRCA Sheet Powder Coated should be embossed with dimples in round shape, height
will be 150mm, there should be Perforated lower modesty Made of prime quality 0.8 mm thick CRCA sheet of size H150mmXD21mm with
square perforation, CRCAT ube of size 19x19x1mm thick to be inserted for full length at bottom of Jali . Bag hook should be provide on
both side of piller made of minimum 4mm dia rod Side frame structure:- Made of prime quality CRCA pressed form section 165mmx25mmx1mm
thick welded to 25mmx50mmx1.2mm thick CRCA tube , Seat and back side frame structure made of prime quality CRCA pressed form section
165mmx25mmx1mm thick welded to 25.4mm diameter x 1.6mm thick ERW-1pipe , there will be 8no. horizontal supports are 25mmx25mmx1.2mm
thick CRCA pipes. .
Bottom Rectangular tube 50x25x 1.2mm thick should be closed with PPCP cap bothside sand pipe dia. 25.4x1.6mm thick should be closed with metal
(Backside) and other side (Undertheseat) PPCP cap, complete as per engineer incharge Desk should be in semi knock down form with the help
16 connecting pipes ; 8 pipes on each side : connecting pipe size will be 20x20x1.2mm .All Metal Pieces Shall Be Welded Properly Strongly and
conformity with regulations with CO2 Welding Shall Be Used , CRCA Metal Shall Be Coated After Being Treated With At Least Three Stages And
Cleaned From Oil , Grease , Dust And Other Dirt Using Special Thermal Control Coating For Metal Furniture To Form a Layer Of Base Coating Of
(iron phosphating) (0.4 – 0.8) gm/m² , Automatic Spray Coating Shall Be Applied To Be Followed By a Drying Process In a Thermal Furnace With
Suitable Temperature And Time For The Process , Metal Pipe & 7 tank treatment with minimum 45-50 micron powder coating . Company being an
OEM and have ISO 9001,ISO 45001,ISO14001, ISO50001 (NABCB Accredited),AIOTA, GREENCO,GREENPRO,IGBC,GRIHA
2 NS-52 Supply & installation ‘Green' writing grade melamine writing surface (chalk sheet) conforming to IS:2046/1997. A 100% clean and 100% scratch-free
surface ensures maximum pleasure of writing. The surface cannot be used for sticking magnets or magnet impregnated objectsSatin-finish alloy
aluminium (6063-T6) frame and precision engineered paper honeycomb core to make the board 100% warp-free and 100% flat. Can be mounted in
landscape as well as portrait orientation on a wall with the help of built-in wall hanging clipsExcellent erasibility with no ghost-marks, high scratch-
resistance with easy- wipe properties, maximum readability with minimum glare and minimum chalk dust formation with clean & continuous lines of
chalk, makes the Genius series boards an ideal companion for all training, teaching, display and learning activities
Board Size:( 180X120 CM). Works well with all standard chalk sticks Company being an OEM and have ISO 9001,ISO 45001,ISO14001, ISO50001
(NABCB Accredited),AIOTA, GREENCO,GREENPRO,IGBC,GRIHA 18 Each 3,453.84 62169.0552
Digitally signed by
PRADYUMNA MUKHERJEE
S.No Specification Sample Image Quantity Unit NS Rate NS Amount
3 NS-53 Supply & installation Super White' writing grade resin coated steel writing surface conforming to International Standards. A 100% smooth and 100%
scratch-free surface ensures maximum pleasure of writing. The surface can also be used for sticking magnets or magnet impregnated objectsSatin-finish
alloy aluminum (6063-T6) frame and precision engineered paper honeycomb core to make the board 100% warp-free and 100% flat. Can be mounted in
landscape as well as portrait orientation on a wall with the help of built-in wall hanging clipsExcellent erasibility with no ghost-marks, high scratch-
resistance with easy- wipe properties and maximum readability with minimum glare makes the Genius series boards an ideal companion for all training,
teaching, display and learning activities. Material: Resin Coated Steel Writing Surface, Alloy Aluminum Frame, Paper Honeycomb Core & Virgin ABS
Size of the board: ( 180X120 CM). Company being an OEM and have ISO 9001,ISO 45001,ISO14001, ISO50001 (NABCB Accredited),AIOTA,
GREENCO,GREENPRO,IGBC,GRIHA
4 NS-54 Supply & installation Overall Size:- 5400W±10X1500D±10X850 H1 X 1550 H2 ±10mm / 9000mmX750mm, 5400mmX750mm. Top made up of #VALUE!
18mm thick granite(Z-Black) fixed with frame with the help of Neoprene , edges profile should be shaped & polished properly. STORAGE:- Overall
Size 600Wmm (1D + 2S) 4-No , Storage should be below the table top , Storage made up of one drawer and two openable shutters, Storage body made
up in 0.8mm thick ,Drawer facia & shutter are made up in 0.8mm thick CRCA Sheet duly Powder Coated with handle and drawer move on sliding
telescopic channel & locks. SINK STORAGE:-Overall Size 600Wmm (2S) 4-No , Storage should be below the table top , Storage made up of two
openable shutters, Storage body made up in 0.8mm thick & shutter are made up in 0.8mm thick CRCA Sheet duly Powder Coated with handle.
REAGENT RACK :- Overall Size 900W±10X300D±10X700±10H mm-6-No , Reagent Rack Structure Side Panel Made Of CRCA 25x25x1.2mm
Square Metal Pipe Welded With 0.8mm Thick Metal Sheet & Shelve Are Made By Metal Sheet and Hollow pipe combination should be 25X25X1.2 mm
thick and 0.8mm thick CRCA sheet. Switch socket to be provide on reagent rack. VERTICAL RACEWAY- Raceway made up 0.8mm thick CRCA
sheet powder coated 150mm. SINK:- 4-No. Of Sink & tap, Sink made up of polypropylene & single way tap provide on top at the place of sink centre.
Under structure:- Top should be connected with stiffener pipe bottom of the top made up of CRCA 50X25X1.6mm thick CRCA Pipe between each
storages , under structure modesty panel made up of 0.8mm thick CRCA sheet duly powder coated , legs with leveller given below the storage, Vertical
leg made up of CRCA 50X25X1.6mm cover with 0.8mm thick CRCA sheet , complete structure should be supply in knock-down condition , assembly
should be done with suitable nut & bolt and required fastener , all welding should be used CO2 MIG welding to minimise rusting on welding area ,
complete structure should be free from all welding defects such as sharp edges , burr etc , all metal components should be pre-treated with zinc
phosphating in minimum 7 tank process and the powder coated with epoxy polyester with approved shade , thickness of coating should be minimum 50
Microns . Company being an OEM and have ISO 9001,ISO 45001,ISO14001, ISO50001 (NABCB Accredited),AIOTA,
GREENCO,GREENPRO,IGBC,GRIHA
(B) KITCHEN & DINING 43,58,166
Digitally signed by
PRADYUMNA MUKHERJEE
S.No Specification Sample Image Quantity Unit NS Rate NS Amount
1 NS-55 Supply & installation Dining Table: SS Dinning Table consists of Dinning Top is made up of and 1 mm thickness Stainless steel sheet of SS 304 Grade
with overall dimension of 1800(L) X 700(D) X 750(H). The table top is rainforced with a 20 mm HDHMR Board with powder coated MS Base 5--60
micron. Company being an OEM and have ISO 9001,ISO 45001,ISO14001, ISO50001 (NABCB Accredited),AIOTA,
GREENCO,GREENPRO,IGBC,GRIHA
Digitally signed by
PRADYUMNA MUKHERJEE
S.No Specification Sample Image Quantity Unit NS Rate NS Amount
2 NS-56 Supply & installation MS Bench of Size (1800LX300DX450H)) MM. Bench Top shall be 18mm thick pre-laiminated plywood with 0.8mm thick
laminated with powder coated MS Base 5--60 micron. Company being an OEM and have ISO 9001,ISO 45001,ISO14001, ISO50001 (NABCB
Accredited),AIOTA, GREENCO,GREENPRO,IGBC,GRIHA
Total 21,77,932
Digitally signed by
PRADYUMNA MUKHERJEE
BOQ Summary of Buildings
Name of Work:-Details of Scope for Construction of Phase-A, Phase-B & Phase-B (Bal.) works at JNV,Distt:- Narela (Delhi).
Amount (DSR- Amount (DSR
2023) Civil 2022+GST 6.33%) Total Cost Building
S.No Types of Quarters NS AMOUNT
with correction E/M with wise
factor correction factor
2 Covered Court yard cum Multipurpose Hall 2,28,86,177 1,75,747 23,745 2,30,85,669
4 Vice Principal Residance 25,76,221 1,20,234 2,53,414 29,49,869
Digitally signed by
Name of Work:-Details of Scope for Construction of Phase-A, Phase-B & Phase-B (Bal.) works at JNV,Distt:- Narela (Delhi).
Bill of Quantities- School Building
On "A"Rate On "D"Rate Amount (DSR-2023) Amount (DSR
Item No (Add Correction Rate DSR-2022 (Add Correction Civil 2022+GST 6.33%)
S. No. Description of Item Unit Qty DSR.2023 Rate DSR-2022 Rate -NS NS AMOUNT
(DSR-2023) factor 0.973 on + GST 6.33% factor 0.973 on with correction E/M with
DSR-2023) DSR-2023) factor correction factor
1 BUILDING WORK 0.973 1.0633
2 2 EARTH WORK
Earth work in excavation by mechanical means (Hydraulic excavator) / manual
means over areas (exceeding 30cm in depth. 1.5 m 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.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of
5 2.25 foundations etc. in layers not exceeding 20cm in depth, consolidating each cum 207 196.00 190.71 39,564 -
deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
Supplying chemical emulsion in sealed containers including delivery as specified.
7 2.34.1 Chlorpyriphos/Lindane Emulsifiable concentrate of 20%. Ltr. 200 234.75 228.41 45,682 -
Diluting and injecting chemical emulsion for Post - CONSTRUCTIONAL anti-termite
treatment (excluding the cost of chemical emulsion)
Treatment of soil under existing floors using chemical emulsion @ one litre per
9 2.35.3 hole, 300 mm apart including drilling 12 mm dia holes and plugging with cement - - -
mortar 1:2 (1 cement :2 coarse sand ) to match the existing floor.
10 2.35.3.1 With Chlorpyriphos /Lindane E C. 20% with 1% concentration. Sqm 1,500 310.05 301.68 4,52,518 -
11 4 CONCRETE WORK - - -
Providing and laying in position cement concrete of specified grade excluding the
cost of cantering and shuttering - All work up to plinth level
13 4.1.8 1:4:8(1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) cum 100 6,812.00 6,628.08 6,62,111 -
4.10 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1
14 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). Sqm 252 410.85 399.76 1,00,739 -
4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3
manufactured sand (zone-III) derived from natural sources : 6 graded stone
aggregate 20 mm nominal size derived from natural sources over 75mm thick bed
of dry brick ballast 40 mm nominal size, well rammed and consolidated and
grouted with fine sand, including necessary excavatin, levelling & dressing &
finishing the top smooth.
5.9 Centring and shuttering including strutting, propping etc. and removal of form for:
18 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 100 392.15 381.56 38,156 -
19 5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 500 927.25 902.21 4,51,107 -
20 5.9.5 Lintels, beams, plinth beams, girders, bressummers and cantilevers. Sqm 100 736.40 716.52 71,652 -
21 5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts Sqm 300 961.30 935.34 2,80,603 -
5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending,
placing in position and binding all complete above plinth level.
23 5.22.6 Thermo-Mechanically Treated bars of grade Fe- 500D or more. kg 12,480 107.85 104.94 13,09,627 -
5.22 A Steel reinforcement for R.C.C. work including straightening, cutting, bending,
placing in position and binding all complete above plinth level.
25 5.22A.6 Thermo-Mechanically Treated bars of grade Fe- 500D or more. kg 80,800 107.85 104.94 84,78,994 -
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate Amount (DSR-2023) Amount (DSR
Item No (Add Correction Rate DSR-2022 (Add Correction Civil 2022+GST 6.33%)
S. No. Description of Item Unit Qty DSR.2023 Rate DSR-2022 Rate -NS NS AMOUNT
(DSR-2023) factor 0.973 on + GST 6.33% factor 0.973 on with correction E/M with
DSR-2023) DSR-2023) factor correction factor
Providing and laying in position ready mixed M-25 grade concrete for reinforced
cement concrete work, using cement content as per approved design mix,
manufactured in fully automatic batching plant and transported to site of work in
transit mixer for all leads, having continuous agitated mixer, manufactured as per
mix design of specified grade for reinforced cement concrete work, including
pumping of R.M.C. from transit mixer to site of laying , excluding the cost of
cantering, shuttering finishing and reinforcement, including cost of admixtures in
recommended proportions as per IS : 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability as per
direction of the Engineer - in - charge.
(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less
cement used as per design mix is payable/recoverable separately).
27 All works upto plinth level - - -
28 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 156 9,504.75 9,248.12 14,42,707 -
29 All works above plinth level upto floor V level - - -
30 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 1,010 9,860.40 9,594.17 96,90,111 -
31 6 MASONRY WORK - - -
Brick work with common burnt clay F.P.S ( non modular ) bricks of class designation
6.1 7.5 in foundation and plinth
33 6.1.2 Cement mortar 1:6 (1 cement: 6 coarse sand) Cum 9.70 7,132.25 6,939.68 67,315 -
Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third
6.15 course of half brick masonry.
Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in
6.32 superstructure above plinth level up to floor five level in :
36 6.32.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 210 9,095.05 8,849.48 18,58,392 -
Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay
37 F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement Metre 240 59.45 57.84 13,883 -
6.44 mortar 1:4 (1 cement : 4 fine sand).
Half brick masonry with non modular fly ash bricks of class designation 10,
6.45 conforming to IS: 12894, in superstructure above plinth up to floor V level.
39 6.45.2 Cement mortar 1:4 (1 cement : 4 coarse sand) sqm 360 1,105.80 1,075.94 3,87,340 -
40 8 CLADDING WORK - - -
8.2 Providing and fixing 18mm thick gang saw cut mirror polished remoulded and
repolished) machine cut for kitchen platforms, vanity counters, window sills , facias
and similar locations of required size of approved shade, colour and texture laid
41 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, moulding and polishing to edges to give high gloss finish
etc. complete at all levels.
42 8.2.3 Granite stone slab of all colourand texture expect black,Cherry/ Ruby Red - - -
8.4 Extra for fixing marble /granite stone, over and above corresponding basic item, in
44 facia and drops of width up to 150 mm with epoxy resin based adhesive, including metre 30 568.55 553.20 16,596 -
cleaning etc. complete.
8.5 Extra for providing opening of required size & shape for wash basins / kitchen sink
in kitchen platform, vanity counters and similar location in marble / Granite / stone
work including necessary holes for pillar taps etc. Including rubbing and polishing
necessary etc. complete.
46 9 WOOD AND P.V.C WORK - - -
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate Amount (DSR-2023) Amount (DSR
Item No (Add Correction Rate DSR-2022 (Add Correction Civil 2022+GST 6.33%)
S. No. Description of Item Unit Qty DSR.2023 Rate DSR-2022 Rate -NS NS AMOUNT
(DSR-2023) factor 0.973 on + GST 6.33% factor 0.973 on with correction E/M with
DSR-2023) DSR-2023) factor correction factor
Providing and fixing 19 mm thick both side balancing laminationfactory pressed
BWP grade marine ply as per IS : 710 of approved brand
boxes,shelves,racks,almirah,cupboard and drawer etc. including necessary
47 9.169 nails,screws etc. complete as per direction of Engineer-incharge Sqm 10.00 2593.15 2,523.13 25,231 -
9.21 Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I)
non-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 :
9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum
50 depth on all edges of flush door shutters (over all area of door shutter to be sqm 90 462.35 449.87 40,488 -
9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with
M.S. flats, square or round bars etc. including priming coat withapproved steel
51 primer all complete. - - -
52 9.48.1 Fixed to steel window by welding kg 1200.00 219.1 213.18 2,55,821 -
9.76 Providing & fixing bright finished brass 100mm mortice latch and lock with 6 levers
53 and a pair of lever handles with necessary screws etc. complete (Best make of Each 1 854.65 831.57 832 -
approved quality).
9.96 Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic
54 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:
9.97 Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not
56 less than grade AC 10 as per IS : 1868 ) transparent or dyed toreqired colour or - - -
shade with necessary screws etc.
9.100 Providing and fixing aluminium handles ISI marked anodised (anodic coating not
58 less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or - - -
shade with necessary screws etc. complete :
9.101 Providing and fixing aluminium hanging floor door stopper ISI marked anodised
60 (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:
61 9.101.2 Twin rubber stopper Each 4 72.35 70.40 282 -
9.79 Providing & fixing special quality bright finished brass Cupboard or ward robe locks
62 with four levers including necessary screws etc. complete (best make of approved - - -
9.91 Providing and fixing chromium plated brass 50 mm cupboard or wardrobe knobs
with nuts complete.
9.114 Providing and fixing magnetic catcher of approved quality in cupboard / ward robe
shutters, including fixing with necessary screws etc. complete.
66 9.114.2 Double strip (horizontal type) Each 4 39.7 38.63 155 -
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate Amount (DSR-2023) Amount (DSR
Item No (Add Correction Rate DSR-2022 (Add Correction Civil 2022+GST 6.33%)
S. No. Description of Item Unit Qty DSR.2023 Rate DSR-2022 Rate -NS NS AMOUNT
(DSR-2023) factor 0.973 on + GST 6.33% factor 0.973 on with correction E/M with
DSR-2023) DSR-2023) factor correction factor
Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall
thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at
corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square
tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square
tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the
frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size,
complete as per manufacturer’s specification and direction of Engineer-in-Charge.
Providing and fixing factory made panel PVC door shutter consisting of frame made
out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and
15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of
approved make and manufacture. M.S. frame covered with 5 mm thick heat
moulded PVC ‘C’ channel of size 30 mm thickness, 70 mm width out of which 50
mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side
forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be
flat and 20 mm shall be tapered in 45 degree on the inner side to form top and
bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20
mm shall be tapered on both sides to form lock rail.
69 9.120.2 30 mm thick pre laminated PVC door shutters sqm 153 3,663.80 3,564.88 5,45,426 -
Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in
gloss / matt / suede finish with high density protective surface layer and reverse
side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of
adhesive of approved quality.
Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and
72 9.135 clerestory windows using wire gauge with average width of aperture 1.4 mm in - - -
both directions with wire of dia. 0.50 mm all complete.
73 9.135.2 With 12 mm mild steel U beading sqm 10 1,228.00 1,194.84 11,948 -
Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x
2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail &
bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S.
frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm
74 wide PVC sheet beading on inner side, and joined together with solvent cement - - -
adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the
interior side of the ‘C’ Channel using PVC solvent adhesive etc. complete as per
direction of Engineer-in-charge, manufacturer’s specification & drawing.
75 10 STEEL WORK - - -
Providing and fixing pressed steel door frames conforming to IS: 4351,
manufactured from commercial mild steel sheet of 1.60 mm thickness, including
hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of
section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly
fixed together by mechanical means, including M.S. pressed 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 Engineer-in-charge:
77 10.14.3.1 Fixing with adjustable lugs with split end tail to each jamb (Profile E) metre 50 640.20 622.91 31,146 -
78 10.14.1.1 Fixing with adjustable lugs with split end tail to each jamb (Profile B) metre 60 583.30 567.55 34,053 -
79 10.14.2.1 Fixing with adjustable lugs with split end tail to each jamb (Profile C) metre 60 611.75 595.23 35,714 -
10.15 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and
cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet,
80 joints mitred, welded and grinded finish, with profiles of required size, including - - -
fixing of necessary butt hinges and screws and applying a priming coat of approved
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate Amount (DSR-2023) Amount (DSR
Item No (Add Correction Rate DSR-2022 (Add Correction Civil 2022+GST 6.33%)
S. No. Description of Item Unit Qty DSR.2023 Rate DSR-2022 Rate -NS NS AMOUNT
(DSR-2023) factor 0.973 on + GST 6.33% factor 0.973 on with correction E/M with
DSR-2023) DSR-2023) factor correction factor
10.15.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block kg 195.20
81 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 189.93 1,899 -
mm nominal size) 10
Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan
clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet
with its top surface hacked for proper bonding, top lid shall be screwed into the
cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at
the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per
standard drawing.
Steel work welded in built up sections/ framed work including cutting, hoisting,
83 10.25 fixing in position and applying a priming coat of approved steel primer using - - -
structural steel etc. as required.
Structural steel work in single section, fixed with or without connecting plate,
84 10.25.2 including cutting, hoisting, fixing in position and applying a priming coat of kg 10 172.60 167.94 1,679 -
approved steel primer all complete
Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash
fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2),
85 10.27 counter sunk head, comprising of 10 m dia polyamide PA 6 grade sleeve, including - - -
drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-
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 steel bolts etc., of required size, on the top of the
floor or the side of waist slab with suitable arrangement as per approval of
Engineer-in-charge, (for payment purpose only weight of stainless steel members
shall be considered excluding fixing accessories such as nuts, bolts, fasteners
88 11 FLOORING WORK - - -
Marble stone flooring with 18mm thick marble stone as per sample of marble
approved by Engineer-in-charge over 20 mm (average) thick base of cement mortar
1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including
rubbing and polishing complete with :
90 11.23.2 Raj Nagar plain - - -
91 11.24 Extra for pre finished nosing to treads of steps of marble/granite stone. metre 10 719.9 700.46 7,005 -
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
Kota stone slabs 20 mm thick in risers of steps, skirting,dado and pillars laid on 12
mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with
grey cement slurry mixed with pigment to match the shade of the slabs, including
rubbing and polishing complete.
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate Amount (DSR-2023) Amount (DSR
Item No (Add Correction Rate DSR-2022 (Add Correction Civil 2022+GST 6.33%)
S. No. Description of Item Unit Qty DSR.2023 Rate DSR-2022 Rate -NS NS AMOUNT
(DSR-2023) factor 0.973 on + GST 6.33% factor 0.973 on with correction E/M with
DSR-2023) DSR-2023) factor correction factor
Providing and laying Vitrified tiles in floor in different sizes (thickness to be
specified by the manufacturer) with water absorption less than 0.08% and
conforming to IS: 15622, of approved brand & manufacturer, in all colours
and shade, laid on 20 mm thick cement mortar 1 :4 (1 cement: 4 coarse
95 11.41A sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the - - -
joints with white cement and matching pigments etc. The tiles must be cut
with the zero chipping diamond cutter only . Laying of tiles will be done
with the notch trowel, plier, wedge, clips of required thickness, leveling
system and rubber mallet for placing the tiles gently and easily.
96 11.41A.1 Double charge vitrified tile polished finish of size - - -
Providing and laying Polished Granite stone flooring in required design and
patterns, in linear as well as curvilinear portions of the building all complete as per
the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick
98 11.56 base of cement mortar 1 :4 (1 cement : 4 coarse sand) laid and jointed with cement - - -
slurry and pointing with white cement slurry admixed with pigment of matching
shade including rubbing , curing and polishing etc. all complete as specified and as
directed by the Engineer-in-Charge
Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red
Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make
and colour using acid and/or alkali resisting mortar bedding, and joints filled with
acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of
Engineer-in- Charge.
In flooring on a bed of 10 mm thick mortar 1 :4 (1 acid proof cement : 4 coarse
102 11.21.1.1 Acid and alkali resistant tile sqm 115 1,738.15 1,691.22 1,94,490 -
In dado/skirting on 12 mm thick mortar 1 :4 (1 acid proof cement : 4 coarse sand)
104 11.21.2.1 Acid and alkali resistant tile sqm 73 1,884.90 1,834.01 1,33,883 -
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard,
jointed with neat cement slurry mixed with pigment to match the shade of tiles,
including rubbing and cleaning etc. complete, on 20 mm thick bed of cement
mortar 1:4 (1 cement: 4 coarse sand). Medium shade pigment using 50% white
NS-57 Proving and fixing on External walls (including cemnet, sand), Clay Brick tiles
cladding 9" x 3" x 17 mm OR 9" x 2"x 17 mm OR as per size aproved by engineer in
106 charge. The Finsh , color, make to be aproved by engineer in charge The rate SQM 840 - 1,401.58 - 11,77,326
includes making horizontal and vertilcal grooves with mixing the water proofing
compound. The tiles to be of silicon coating.
107 12 ROOFING WORK - - -
NS-58 Providing and fixing 0.47 mm Bare galvalume roof sheet AZ-150 ,660 MPA including
108 ridge, flashing over lapping etc complete plan area should be measured nothing sqm 1600 - 639.45 - 10,23,125
extra shall be paid for lap, profile. ( valley creast etc)
12.15 Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm Painting
top of roofs with bitumen of approved quality @ 17kg per 10 sqm
impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning
the slab surface with brushes and finally with a piece of cloth lightly soaked in
kerosene oil complete :
110 12.15.1 With residual type petroleum bitumen of grade VG -10 sqm 1600 166.2 161.71 2,58,740 -
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate Amount (DSR-2023) Amount (DSR
Item No (Add Correction Rate DSR-2022 (Add Correction Civil 2022+GST 6.33%)
S. No. Description of Item Unit Qty DSR.2023 Rate DSR-2022 Rate -NS NS AMOUNT
(DSR-2023) factor 0.973 on + GST 6.33% factor 0.973 on with correction E/M with
DSR-2023) DSR-2023) factor correction factor
10.16 Steel work in built up tubular (round, square or rectangular hollow tubes etc.)
trusses etc., including cutting, hoisting, fixing in position and applying a priming
coat of approved steel primer, including welding and bolted with special shaped
washers etc. complete.
112 10.16.1 Hot finished welded type tubes kg 1499 194.4 189.15 2,83,538 -
12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm
diameter and weighing not less than 440 grams.
114 13 FINISHING WORK - - -
115 13.4 12 mm cement plaster of mix : - - -
13.11 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1
117 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 Sqm 3360.00 518.55 504.55 16,95,285 -
cement : 6 fine sand).
118 13.16 6 mm cement plaster to ceiling of mix : - - -
13.41 Distempering with1st quality acrylic distemper (ready mixed) having VOC content
120 less then 50 gram/litre of approved manufacture and of required shade and colour - - -
complete to achieve even shade and colour.
13.41.1 New work (two or more coats) over and including water tinnable priming coat with
cement primer having VOC content less then 50 gram/litre .
13.47 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives
of required shade :
13.47.1 New work (two or more coats applied @1.43 ltr/10 sqm over and including base
coat of water proofing cement paint applied @2.20kg/10sqm)
13.48A Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50
gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt
resistance exterior paint of required shade (Company Depot Tinted) with silicon
13.48A.1 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including
priming coat of exterior primer applied @ 0.90 litre/10 sqm.
13.62 Painting with synthetic enamel paint of approved brand and manufacture of
required colour to give an even shade :
13.62.1 Two or more coats on new work over an under coat of suitable shade with ordinary
paint of approved brand and manufacture
128 13.68 French spirit polishing : - - -
129 13.68.1 Two or more coats on new works including a coat of wood filler sqm 20 446.25 434.20 8,684 -
13.80 Providing and applying white cement based putty of average thickness 1 mm, of
approved brand and manufacturer, over the plastered wall surface to prepare the
surface even and smooth complete.
13.83 Wall painting with premium acrylic emulsion paint of interior grade, having
VOC (Volatile Organic Compound ) content less than 50 grams/ litre of
approved brand and manufacture, including applying additional coats
wherever required to achieve even shade and colour.
133 ALUMINIUM WORK - - -
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate Amount (DSR-2023) Amount (DSR
Item No (Add Correction Rate DSR-2022 (Add Correction Civil 2022+GST 6.33%)
S. No. Description of Item Unit Qty DSR.2023 Rate DSR-2022 Rate -NS NS AMOUNT
(DSR-2023) factor 0.973 on + GST 6.33% factor 0.973 on with correction E/M with
DSR-2023) DSR-2023) factor correction factor
21.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions
with extruded built up standard tubular sections/ appropriate Z sections and other
sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash
fasteners of required dia and size, including necessary filling up the gaps at
junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene
134 gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and - - -
jointed mechanically wherever required including cleat angle, Aluminium snap
beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as
per architectural drawings and the directions of Engineer-in-charge. (Glazing,
paneling and dash fasteners to be paid for separately) :
135 21.1.1 For fixed portion - - -
21.1.1.1 Anodised aluminium (anodised transparent or dyed to required shade according to
IS: 1868, Minimum anodic coating of grade AC 15)
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 EPDM rubber / neoprene gasket required (Fittings shall be paid for
21.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade according to
IS: 1868, Minimum anodic coating of grade AC 15)
21.3 Providing and fixing glazing in aluminium door, window, ventilator shutters and
partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the
architectural drawings and the directions of engineer-in-charge. (Cost of aluminium
snap beading shall be paid in basic item):
140 21.3.2 With float glass panes of 5.0 mm thickness(wt not less then 12.5 kg/sqm) sqm 70 1,505.25 1,464.61 1,02,523 -
21.4 Providing and fixing double action hydraulic floor spring of approved Providing and
fixing double action hydraulic floor spring of approved brand and manufacture
conforming to IS : 6315, having brand logo embossed on the body / plate with
double spring mechanism and door weight upto 125 kg, for doors, including cost of
cutting floors, embedding in floors as required and making good the same matching
to the existing floor finishing and cover plates with brass pivot and single piece M.S.
sheet outer box with slide plate etc. complete as per the direction of Engineer-in-
142 21.4.1 With stainless steel cover plate minimum 1.25 mm thickness Each 6.00 2823.85 2,747.61 16,486 -
21.7 Providing and fixing machine moulded aluminium covering of approved pattern &
design, made out of machine cut aluminium sheet and machine holed for receiving
dash fastener, over expansion joints on vertical surfaces/ceiling floors, the fixing on
plate in one row on one side of joint only shall be done with stainless steel dash
fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers
2 mm thick & 15 mm dia , at a staggered pitch of 200mm centre to 2 mm thick & 15
mm dia , at a staggered pitch of 200mm centre to centre including drilling holes in
the receiving surface and providing expandable plastic sleeves in holes etc.
complete as per direction of
21.7.1 Anodised aluminium sheet 2.5mm thick (anodised transparent or dyed to required
shade according to IS: 1868, Minimum anodic coating of grade AC 15)
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate Amount (DSR-2023) Amount (DSR
Item No (Add Correction Rate DSR-2022 (Add Correction Civil 2022+GST 6.33%)
S. No. Description of Item Unit Qty DSR.2023 Rate DSR-2022 Rate -NS NS AMOUNT
(DSR-2023) factor 0.973 on + GST 6.33% factor 0.973 on with correction E/M with
DSR-2023) DSR-2023) factor correction factor
21.8 Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by
providing weather silicon sealant over backer rod of approved quality as per
145 architectural drawings and direction of Engineer-in-charge complete. - - -
146 21.8.1 Upto 5mm depth and 5 mm width Metre 124 96.75 94.14 11,673 -
Providing and laying water proofing treatment in sunken portion of WCs,
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
147 will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 Sqm 211 617.05 600.39 1,26,682 -
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.
14.87 Providing and laying in situ five course water proofing treatment with APP (Atactic
Polypropylene) modified Polymeric memberane over roof consisting of first coat of
bitumen primer @ 0.40 litre per sqm, 2nd & 4th courses of bonding material @
1.20 kg/sqm, which shall onsist of blown type bitumen of grade 85/25 conforming
to IS : 702, 3rd layer of roofing membrane APP modified Polymeric membrane .0
mm thick of 3.00 Kg/ sqm weight consisting of five layers prefabricated with centre
core as 100 micron HMHDPE film sandwiched on both sides with polymeric mix and
the polymeric mix is protected on both side with 20 micron HMHDPE film. 5th, the
top most layer shall be finished with brick tiles of class designation 10 grouted with
cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral water proofing
compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1
cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for
12.55 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with
SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance> 0.75
on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand
mortar in the ratio of 1 :4 (1 cement : 4 coarse sand) and grouting the joints with
mix of white cement & marble powder in ratio of 1 :1, including rubbing and
polishing of the surface upto 3 cuts complete, including providing skirting upto 150
mm height along the parapet walls in the same manner
150 26.0 NEW TECHNOLOGIES AND MATERIALS 500 - - -
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate Amount (DSR-2023) Amount (DSR
Item No (Add Correction Rate DSR-2022 (Add Correction Civil 2022+GST 6.33%)
S. No. Description of Item Unit Qty DSR.2023 Rate DSR-2022 Rate -NS NS AMOUNT
(DSR-2023) factor 0.973 on + GST 6.33% factor 0.973 on with correction E/M with
DSR-2023) DSR-2023) factor correction factor
26.22 Providing and fixing false ceiling at all heights with integral densified calcium
silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595mm
of approved texture, design and patterns as per CPWD Specification 2019, to be
laid in true horizontal level suspended on inter-locking metal T-Grid of hot dipped
galvanised iron section of 0.33mmthick (galvanized @ 120 grams per sqm including
both sides)comprising of main-T runners of size 24x38 mm of length 3000
mm,cross - T of size 24x32 mm of length 1200 mm and secondary intermediate
cross-T of size 24x32 mm of length 600mm to formgrid module of size 600 x 600
mm, suspended from ceiling usinggalvanised mild steel items (galvanizing
suspended from ceiling usinggalvanised mild steel items (galvanizing @ 80 grams
per sqm) i.e. 12x50 mm long dash fasteners, 6 mm dia fully threaded hanger rod
upto 1000 mm length and L-shape level adjuster of size 76x25x25x1.6 mm fixed
with grid and Z cleat of size 25x37x25x1.6mm thick with precut hole on both 25mm
flange to pierce into 12x50mm or even bigger size dash fastener if require, fixed
with Glavanised iron perimeter wall angle or size 24x24x0.40 mm of length 3000
mm to be fixed on periphey wall / partition with the help of plastic rawl plugs at
450mm center to center and 40 mm long dry wall S.S screws. The workshall be
carried out as per specifications,
26.22.1 Providing and fixing false ceiling at all heights with integral densified calcium
silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595mm
of approved texture, design and patterns as per CPWD Specification 2019, to be
laid in true horizontal level suspended on inter-locking metal T-Grid of hot dipped
galvanised iron section of 0.33mmthick (galvanized @ 120 grams per sqm including
both sides)comprising of main-T runners of size 24x38 mm of length 3000
mm,cross - T of size 24x32 mm of length 1200 mm and secondary intermediate
cross-T of size 24x32 mm of length 600mm to formgrid module of size 600 x 600
mm, suspended from ceiling usinggalvanised mild steel items (galvanizing @ 80
152 grams per sqm) i.e. 12x50 mm long dash fasteners, 6 mm dia fully threaded hanger sqm 510 2,207.00 2,147.41 10,95,180 - -
rod upto 1000 mm length and L-shape level adjuster of size 76x25x25x1.6 mm fixed
with grid and Z cleat of size 25x37x25x1.6mm thick with precut hole on both 25mm
flange to pierce into 12x50mm or even bigger size dash fastener if require, fixed
with Glavanised iron perimeter wall angle or size 24x24x0.40 mm of length 3000
mm to be fixed on periphey wall / partition with the help of plastic rawl plugs at
450mm center to center and 40 mm long dry wall S.S screws. The workshall be
carried out as per specifications,
153 17 SANITARY INSTALLATIONS - - - -
Note:-1. All Sanitarty fixture shal be low flow as mentioned below , where flow/
flush rate of fixture shall be equivalent or lesser at 3 bar pressure( lpm/lpf) .
2. water closet flushing cistern (dual flush 3/6) urinals 2 lpm faucets (lavatory
,pantry,health) 6 lpm.
156 3.multiple sprinkler system native trees & vegetation shall be used. - - - -
4.over flow rain water storage & reuse on site of at least 75% of total building
water demand of 2 days shall be provide .
5. Desalting & grease trap system along with the proper flitation for rain water
recharging shall be provided.
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate Amount (DSR-2023) Amount (DSR
Item No (Add Correction Rate DSR-2022 (Add Correction Civil 2022+GST 6.33%)
S. No. Description of Item Unit Qty DSR.2023 Rate DSR-2022 Rate -NS NS AMOUNT
(DSR-2023) factor 0.973 on + GST 6.33% factor 0.973 on with correction E/M with
DSR-2023) DSR-2023) factor correction factor
17.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100
mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern,
including flush pipe, with manually controlled device (handle lever) conforming to
159 IS : 7231, with all fittings and fixtures complete, including cutting and making good Each 9 6,767.40 6,584.68 59,262 - -
the walls and floors wherever required: White Vitreous china Orissa pattern W.C.
pan of size 580x440 mm with integral type foot rests
NS-59 Providing white vitreous china wall hung type European W.C. pan with white plastic
seat and lid with C.P. brass hinges & rubber buffers, 3/6 liters dual flush type white
vitreous china low level flushing cistern fixed directly on W.C. pan with fittings and
brackets complete.
17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32
161 mm C.P. brass waste of standard pattern, including painting of fittings and - - - -
brackets, cutting and making good the walls wherever require :
17.7.2 White Vitreous China Wash basin size 630x450 mm with a
single 15 mm C.P. brass pillar tap
17.10 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS : 13983
163 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and - - - -
brackets, cutting and making good the walls wherever required :
164 17.10.1 Kitchen sink with drain board - - - -
17.22A Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make
and as per the direction of Engineer-in-charge.
17.28 Providing & fixing PVC waste pipe for sink or wash basin including PVC waste
fittings complete
168 17.28.1 Semi rigid pipe - - - -
NS-60 Providing and fixing 15mm C.P brass Sink Mixer for kitchen sink with swinging
170 spout complete. Including cutting and making good the walls wherever required . Each 1 - 3,852 - - 3,852
171 NS-61 Providing and Fixing of C.P. Brass Shower set comprising of : - - - -
172 One No. CP brass Single Lever Concealed Diverter . - - - -
173 One No. CP brass OH shower head & Shower Arm . - - - -
174 One No. CP brass Bath Spout. - - - -
175 Including cutting and making good the walls wherever required. - - - -
176 Shower set as described above. Each 1 - 7,097 - - 7,097
17.31 Providing and fixing 600 x 450mm bevelled edge mirror of superior glass (of
177 approved quality) complete with 6mm thick hard board ground fixed to wooden Each 25 1,607.95 1,564.54 39,113 - -
cleats with CP brass screws and washers complete.
178 17.34 Providing and fixing toilet paper holder : - - - -
17.73 Providing and fixing PTMT towel rail complete with brackets fixed to
180 wooden cleats with CP brass screws with concealed fittings arrangement of - - - -
approved quality and colour.
17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective
height of 88 mm, weighing not less than 190 gms
NS-62 Providing and fixing health faucet with 1 m long flexible tube and wall hook
including all fittings approved quality.
183 18.49 Providing & fixing CP brass bib cock of approved quality conforming IS 8931: - - - -
18.51 Providing and fixing C.P. brass long body bib cock of approved quality conforming
to IS standards and weighing not less than 690 gms.
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate Amount (DSR-2023) Amount (DSR
Item No (Add Correction Rate DSR-2022 (Add Correction Civil 2022+GST 6.33%)
S. No. Description of Item Unit Qty DSR.2023 Rate DSR-2022 Rate -NS NS AMOUNT
(DSR-2023) factor 0.973 on + GST 6.33% factor 0.973 on with correction E/M with
DSR-2023) DSR-2023) factor correction factor
18.53 Providing and fixing CP brass angle valve for basin mixer and geyser points of
approved quality confirming IS: 8931:
189 WATER SUPPLY - - - -
18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal
stability for hot & cold water supply, including all CPVC plain & brass threaded
190 fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes - - - -
jointing of pipes & fittings with one step CPVC solvent cement and testing of joints
complete as per direction of Engineer in Charge.
191 Internal work - Exposed on wall - - - -
192 18.7.1 15 mm nominal outer dia Pipes Metre 2 286.80 279.06 558 - -
193 18.7.2 20 mm nominal outer dia Pipes Metre 600 335.00 325.96 1,95,573 - -
194 18.7.3 25 mm nominal outer dia Pipes Metre 100 401.55 390.71 39,071 - -
195 18.7.4 32 mm nominal outer dia Pipes Metre 100 518.75 504.74 50,474 - -
18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal
stability for hot & cold water supply, including all CPVC plain & brass threaded
fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of
pipes & fittings with one step CPVC solvent cement and the cost of cutting chases
and making good the same including testing of joints complete as per direction of
Engineer in Charge.
197 Concealed work, including cutting chases and making good the walls etc. - - - -
198 18.8.1 15 mm nominal outer dia Pipes Metre 2 497.80 484.36 969 - -
199 18.8.2 20 mm nominal outer dia Pipes Metre 40 537.60 523.08 20,923 - -
18.48 Providing and placing on terrace (at all floor levels) polythene water storage tank of
approved brand and manufacture with cover and suitable locking arrangement and
making necessary holes for inlet , outlet and overflow pipes but without fittings and
the base support for tank.
NS-63 Providing and fixing forged brass ball valve of brass body with hard chrome plated
201 steel ball inside PTFE (Teflon) seat & ring with chrome plated centre handle with - - - -
female BSP threads complete in all respects.
207 Internal work - Exposed on Wall - - - -
18.38 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats
over a ready mixed priming coat, both of approved quality for new work :
18.46 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe
and making long screws etc. complete (New work) :
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate Amount (DSR-2023) Amount (DSR
Item No (Add Correction Rate DSR-2022 (Add Correction Civil 2022+GST 6.33%)
S. No. Description of Item Unit Qty DSR.2023 Rate DSR-2022 Rate -NS NS AMOUNT
(DSR-2023) factor 0.973 on + GST 6.33% factor 0.973 on with correction E/M with
DSR-2023) DSR-2023) factor correction factor
231 INTERNAL DRAINAGE - - - -
4.1.3 Providing and laying cement concrete in 1:2:4 ( 1cement : 2 Coarse sand : 4 graded
232 stone aggregate 20 mm nominal size ) and curing complete, including cost of form Cum 1.00 7878.5 7,665.78 7,666 - -
12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm
diameter and weighing not less than 440 grams.
NS-64 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipes for
soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints for vertical pipes
and solvent cement joints for horizontal pipes, including all neccessary specials and fittings
(confirming to IS:14735) i.e. bends, tees, junctions (with or without doors), reducers, WC
234 connectors, couplers, cowels, clamps, long radius / swept bend at bottom of pipe, (All - - - -
connections from horizontal to vertical stacks must be through swept type fitting) hangers,
rubber rings, clean outs, C P Grating for any waste connection from washing machine etc.
fixing at wall / ceiling / floor level supported by clamp & hangers etc. inside duct / suspended
from floor under false ceiling for proper completion of the work. The rubber ring shall
confirm to IS:5382.
The Pipes will be supported by either G.I. U strap clamps on 40x40x3 mm G.I.
slotted angle duly painted (for a group of pipes) or G.I. rubber lined split clamp (for
independent pipes). The cost will include all support arrangements. The work
235 includes cutting holes in wall/ floors/ slabs and making good the same with cement - - - -
concrete 1:2:4 complete as required. The work includes commissioning of all pipes
lines as per drawings and specifications and as directed by engg-in-charge at site.
NS-65 Providing, fixing, jointing and testing in position ISI marked (IS:4985) UPVC pipes of min 6 Kg/
Sq cm rating with fitting for waste pipe from fixtures to floor trap including reduces, enlarger,
240 socket, couplers, bends, tees etc including fixing at wall/ ceiling level supported by clamp & - - - -
hangers etc. The work includes cutting holes in wall/ floors/ slabs and making good the same
with cement concrete 1:2:4 complete as required.
NS-66 Providing & fixing UPVC Floor trap of self cleansing design with CP Jali complete in all
245 NS-66a S-Trap type Floor Trap 110 x 110 mm (50 mm seal) Each 20.00 - 753.85 - - 15,077
246 NS-66b P-Trap type Floor Trap 110 x 110 mm (Long type - 50 mm seal) Each 80.00 - 438.61 - - 35,089
NS-67 Providing and fixing uPVC agricultural pipes conforming to IS:4985 (6 kg/sqcm)
including all fittings, e.g. couplings, tees, bends, reducers and screwed adoptors
jointing with solvent cement joint as per manufacturers' recommendations. [for
Rain Water Pipes]
NS-68 Providing and fixing of GI split pipe support clamps with EPDM rubber lining, Zinc
plated for support of vertical/hanging horizontal soil, waste, vent and rain water
251 pipes, embedded in walls with anchor fastner, including recommended size GI - - - -
threaded rod of required length etc. including cost of cutting holes and making
good the walls complete in all respects.
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate Amount (DSR-2023) Amount (DSR
Item No (Add Correction Rate DSR-2022 (Add Correction Civil 2022+GST 6.33%)
S. No. Description of Item Unit Qty DSR.2023 Rate DSR-2022 Rate -NS NS AMOUNT
(DSR-2023) factor 0.973 on + GST 6.33% factor 0.973 on with correction E/M with
DSR-2023) DSR-2023) factor correction factor
252 NS-68a For 75 mm dia Pipe Each 20 - 375 - - 7,504
NS-69 Providing and fixing cast brass floor clean out plug with suitable insert keys for opening, male
255 threaded joint with GI threaded socket drip seal to soil / waste pipe of CI pipe as required - - - -
complete as per drawing approved sample and direction of engineer in charge.
19.1 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of
257 cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of - - - -
joints etc. complete :
259 EXTERNAL SEWEGE SYSTEM - - - -
2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual
means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on
260 plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including - - - -
getting out the excavated soil and disposal of surplus excavated soil as directed,
within a lead of 50 m.
2.10 Excavating trenches of required width for pipes, cables, etc including excavation for
sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including
getting out the excavated soil, and then returning the soil as required, in layers not
exceeding 20 cm in depth, including consolidating each deposited layer by
ramming, watering, etc. and disposing of surplus excavated soil as directed, within
a lead of 50 m :
263 2.10.1 All kinds of soil. - - - -
264 2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia Metre 72 352.15 342.64 24,670 - -
19.4 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I.
grating brick masonry chamber with water tight C.I. cover with frame of 300 x300
mm 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:
267 19.4.3.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 10 2802.15 2,726.49 27,265 - -
Constructing brick masonry manhole in cement mortar 1:4 (1 cement : 4 coarse
sand) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3
graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1
268 cement : 4 coarse sand (zone- III) : 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 aggregate 20 mm nominal size)
finished with a floating coat of neat cement complete as per standard design :
19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty)
269 455x610 mm internal dimensions, total weight of cover and frame to be not less - - - -
than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :
270 19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 2 12,770.55 12,425.75 24,851 - -
271 19.8 Extra for depth for manholes : - - - -
273 19.8.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Metre 2 8825.4 8,587.11 17,174 - -
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate Amount (DSR-2023) Amount (DSR
Item No (Add Correction Rate DSR-2022 (Add Correction Civil 2022+GST 6.33%)
S. No. Description of Item Unit Qty DSR.2023 Rate DSR-2022 Rate -NS NS AMOUNT
(DSR-2023) factor 0.973 on + GST 6.33% factor 0.973 on with correction E/M with
DSR-2023) DSR-2023) factor correction factor
19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic
encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786
having minimum cross section as 23 mmx25mm and over all minimum length 263
mm and width as 165mm with minimum 112 mm space between protruded legs
having 2 mm tread on top surface by ribbing or chequering besides necessary and
274 adequate anchoring projections on tail length on 138 mm as per standard drawing Each 8 553.70 538.75 4,310 - -
and suitable to with stand 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 30x20x15 cm cement
concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm
nominal size) complete as per design.
19.10 Extra depth for circular type manhole 0.91m internal dia (at bottom) with beyond
276 19.10.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Metre 2 7,592 7,386.82 14,774 - -
NS-70 Providing, laying and jointing HDPE Double Wall Coil (DWC) SN-8 Grade pipes confirming to IS:
277 16098 including all fittings wherever required e.g., tees, bends of any degree, couplings, - - - -
adapters, plugs, unions etc. and jointing as manufacturer recommondation etc. including
testing of joints etc. complete.
19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded
282 stone aggregate 40mm nominal size) up to haunches of S.W/RCC pipes including - - - -
bed concrete as per standard design.
19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic
encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786
having minimum cross section as 23 mmx25mm and over all minimum length 263
mm and width as 165mm with minimum 112 mm space between protruded legs
having 2 mm tread on top surface by ribbing or chequering besides necessary and
285 adequate anchoring projections on tail length on 138 mm as per standard drawing Each 10 553.7 538.75 5,388 - -
and suitable to with stand 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 30x20x15 cm cement
concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm
nominal size) complete as per design.
19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars
286 jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 - - - -
fine sand) including testing of joints etc. complete :
290 19.8 Extra for depth for manholes : - - - -
292 19.8.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Metre 2 8825.4 8,587.11 17,174 - -
19.10 Extra depth for circular type manhole 0.91m internal dia (at bottom) with beyond
294 19.10.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Metre 2 7591.8 7,386.82 14,774 - -
19.12 Extra depth for circular type manhole 1.22m internal dia (at bottom) beyond 1.68
296 19.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Metre 2 9861.45 9,595.19 19,190 - -
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate Amount (DSR-2023) Amount (DSR
Item No (Add Correction Rate DSR-2022 (Add Correction Civil 2022+GST 6.33%)
S. No. Description of Item Unit Qty DSR.2023 Rate DSR-2022 Rate -NS NS AMOUNT
(DSR-2023) factor 0.973 on + GST 6.33% factor 0.973 on with correction E/M with
DSR-2023) DSR-2023) factor correction factor
19.27 Constructing bricks masonry road gully chamber 50x45x60 cm with bricks in
297 cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast - - - -
R.C.C. horizontal grating with frame complete as per standard design :
298 19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 8 5957.9 5,797.04 46,376 - -
299 19.31.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Metre 2 6117 5,951.84 11,904 - -
1.10 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm
FRLS PVC insulated copper conductor single core cable in surface / recessed
301 medium class PVC conduit, with modular switch, modular plate, suitable GI box and - - - -
earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single
core cable etc. as required.
Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper
conductor single core 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. FRLS PVC insulated copper conductor single core cable etc as required.
Wiring for light/power plug with 2x4 Sq.mm FRLS PVC insulated, copper conductor,
304 single core cable in surface/recessed PVC conduit alongwith 1 No. 4 Sq.mm FRLS Metre 1125.00 - 334.000 355.14 345.55 - 3,88,748 -
PVC insulated copper conductor single core cable for loop earthing as required.
Wiring for light/power plug with 4x4 Sq.mm FRLS PVC insulated, copper conductor,
305 single core cable in surface/recessed PVC conduit alongwith 2 Nos. 4 Sq.mm FRLS Metre 1125.00 - 537.000 570.99 555.58 - 6,25,022 -
PVC insulated copper conductor single core cable for loop earthing as required.
1.14 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of
306 FRLS PVC insulated copper conductor, single core cable in surface/ recessed - 0.00 - - - -
medium class PVC conduit as required
1.21 Supplying and fixing of following sizes of medium class PVC conduit along with
312 accessories in surface/recess including cutting the wall and making good the same - 0.00 - - - -
in case of recessed conduit as required.
1.25 Supplying and fixing stepped type electronic fan regulator on the existing modular
315 plate switch box including connections but excluding modular plate etc. as Each 300.00 - 369 392.36 381.76 - 1,14,529 -
1.26 Supplying and fixing modular blanking plate on the existing modular plate & switch
box excluding modular plate as required.
1.27 Supplying and fixing following size/ modules, GI box alongwith modular base &
cover plate for modular switches in recess etc as required.
Supplying and fixing suitable size GI box with modular plate and cover in front on
321 surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular Each 150.00 - 586 623.09 606.27 - 93,464 -
socket outlet and 15/16 amps modular switch, connection etc. as required.
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate Amount (DSR-2023) Amount (DSR
Item No (Add Correction Rate DSR-2022 (Add Correction Civil 2022+GST 6.33%)
S. No. Description of Item Unit Qty DSR.2023 Rate DSR-2022 Rate -NS NS AMOUNT
(DSR-2023) factor 0.973 on + GST 6.33% factor 0.973 on with correction E/M with
DSR-2023) DSR-2023) factor correction factor
1.41 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact
fluorescent fitting of all types, complete with all accessories and tube etc. directly
on ceiling/ wall, including connection with 1.5 sq. mm FRLS PVC insulated, copper
conductor, single core cable and earthing etc. as required.
1.45 Installation, testing and commissioning of ceiling fan, including wiring the down
rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper
conductor, single core cable, including providing and fixing phenolic laminated
sheet cover on the fan box etc. as required.
1.50 Installation of exhaust fan in the existing opening, including making good the
damage, connection, testing, commissioning etc. as required.
18.12 Providing, laying and fixing following dia G.I. pipe (medium class) in ground
326 complete with G.I. fittings including trenching (75 cm deep)and re-filling etc. as - 0.00 - - - -
18.12.8 (CIVIL-
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
busbar, neutral bus bar, earth bar, din bar, interconnections powder painted
including earthing etc. as required. (But with out MCB/RCCB/ Isolator).
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
331 copper busbar, neutral bus bar, earth bar, din bar, interconnections powder - 0.00 - - - -
painted including earthing etc. as required. (But with out MCB/RCCB/ Isolator).
2.10 supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C Curve, miniature circuit
333 breaker suitable for inductive load of following poles in the existing MCB DB - 0.00 - - - -
complete with connectoin testing and commissioning etc.as required.
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate Amount (DSR-2023) Amount (DSR
Item No (Add Correction Rate DSR-2022 (Add Correction Civil 2022+GST 6.33%)
S. No. Description of Item Unit Qty DSR.2023 Rate DSR-2022 Rate -NS NS AMOUNT
(DSR-2023) factor 0.973 on + GST 6.33% factor 0.973 on with correction E/M with
DSR-2023) DSR-2023) factor correction factor
2.12 supplying and fixing following rating,double pole,240 V,isolator in the existing MCB
DB complete with connectoin testing and commissioning etc.as required.
2.13 supplying and fixing following rating,four pole,415 V,isolator in the existing MCB DB
complete with connectoin testing and commissioning etc.as required.
2.14 supplying and fixing following rating,double pole,240 V,residual current circuit
339 breaker (RCCB),having a sensitivity currrent 30 mA in the eiting MCB DB completed - 0.00 - - - -
with connection ,teting commisoining etc.as required.
5.2 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and
342 providing masonry enclosure with cover plate having locking arrangement and Each 30.00 - 6855 7288.92 7,092.12 - 2,18,668 -
watering pipe etc. with charcoal/ coke and salt as required.
5.9 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip
earth electrode, including connection/ terminating with G.I. 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)
Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing
along with existing surface/ recessed conduit/ submain wiring/ cable as required.
345 FITTING & FIXTURES - 0.00 - - - -
NS-71 Supply of 1750-2200 LUMEN, LED Batten Light fixture Surface mounted ( similar specification
346 of other approved makes) (Efficient lighting desing with led light with efficacy of 100 Each 150.00 - 0.00 - 1,025.36 - - 1,53,804
NS-72 Supply of 800-1000 LUMEN, LED Light fixture ( similar specification of other approved makes)
(Efficient lighting desing with led light with efficacy of 100 lumen/watt.)
Supply, Installation, Testing and Commissioning of 1200 mm sweep,BEE 5 star
rated, ceiling fan with Brush Less Direct Current (BLDC)Motor, class of insulation: B,
3 nos. blades, 30 cm long down rod, 2nos. canopies, shackle kit, safety rope,
copper winding, Power Factornot less than 0.9, Service Value (CM/M/W) minimum
348 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374- Each 30.00 - 2730 2902.81 2,824.43 - 87,084 -
2019),THD less than 10%, remote or electronic regulator unit for speed control and
all remaining accessories including safety pin, nut bolts,washers, temperature
rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for
230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.
Supplying of approved make Exaust Fan of the following size and its all accessories
suitable for operation on 230V single phase, 50 Hz, AC supply complete as required.
351 SUB HEAD-XII :-LIGHTING CONDUCTOR - 0.00 - - - -
6.2 Providing & Fixing of lightning conductor finial, made of 25 mm dia 300 mm long,
352 G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate No. 20 - 518 550.79 535.92 - 11,016 -
including holes etc. complete as required.
6.3 Fixing of lightning conductor finial, single prong at top, with base plate including
holes etc. complete as required.
6.7 Providing and fixing G.I. tape 20 mm x 3 mm thick on parapet or on surface of wall
for lightning conductor complete as required.( For horizontal run)
6.8 Providing and fixing G.I. tape 20 mm x 3 mm thick on parapet or on surface of wall
for lightning conductor complete as required.( For vertical run)
Digitally signed by
PRADYUMNA MUKHERJEE
Name of Work:-Details of Scope for Construction of Phase-A, Phase-B & Phase-B (Bal.) works at JNV,Distt:- Narela (Delhi).
Bill of Quantities- Coverd Court Yard
On "A"Rate On "D"Rate Amount (DSR-2023) Amount (DSR
Item No (Add Correction Rate DSR-2022 (Add Correction Civil 2022+GST 6.33%)
S. No. Description of Item Unit Qty DSR.2023
factor 0.973 on
Rate DSR-2022 Rate -NS NS AMOUNT
(DSR-2023) + GST 6.33% factor 0.973 on with correction E/M with
DSR-2023) DSR-2023) factor correction factor
1 BUILDING WORK A B C D E
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means
over areas (exceeding 30cm in depth. 1.5 m 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.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of cum 35 196.00 190.71 - - 6,674.78 -
5 2.25 foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited -
layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
Supplying and filling in plinth with sand under floors including watering, ramming Cum 30 2123.75 2,066.41 - - 61,992.26 -
consolidating and dressing complete.
7 2.34 Supplying chemical emulsion in sealed containers including delivery as specified. - - - - - -
8 2.34.1 Chlorpyriphos/Lindane Emulsifiable concentrate of 20%. Ltr. 200 234.75 228.41 - - 45,682.35 - -
Diluting and injecting chemical emulsion for Post - CONSTRUCTIONAL anti-termite - - - - -
treatment (excluding the cost of chemical emulsion)
Treatment of soil under existing floors using chemical emulsion @ one litre per hole, - - - - -
10 2.35.3 300 mm apart including drilling 12 mm dia holes and plugging with cement mortar 1:2 -
(1 cement :2 coarse sand ) to match the existing floor.
11 2.35.3.1 With Chlorpyriphos /Lindane E C. 20% with 1% concentration. Sqm 1090.00 310.05 301.68 - - 3,28,829.73 - -
12 4 CONCRETE WORK - - - - - -
Providing and laying in position cement concrete of specified grade excluding the cost - - - - -
of cantering and shuttering - All work up to plinth level
14 4.1.8 1:4:8(1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) cum 170.00 6812.00 6,628.08 - - 11,26,772.92 - -
5.9 Centring and shuttering including strutting, propping etc. and removal of form for: - - - - -
17 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 20.00 392.15 381.56 - - 7,631.24 - -
18 5.9.5 Lintels, beams, plinth beams, girders, bressummers and cantilevers. Sqm 290.00 736.40 716.52 - - 2,07,789.99 - -
19 5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts Sqm 105.00 961.30 935.34 - - 98,211.21 - -
5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in - - - - -
position and binding all complete upto plinth level.
21 5.22.6 Thermo-Mechanically Treated bars of grade Fe- 500D or more. kg 9500.00 107.85 104.94 - - 9,96,911.48 - -
5.22 A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in - - - - -
position and binding all complete above plinth level.
23 5.22A.6 Thermo-Mechanically Treated bars of grade Fe- 500D or more. kg 2320 107.85 104.94 - - 2,43,456.28 - -
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate Amount (DSR-2023) Amount (DSR
Item No (Add Correction Rate DSR-2022 (Add Correction Civil 2022+GST 6.33%)
S. No. Description of Item Unit Qty DSR.2023
factor 0.973 on
Rate DSR-2022 Rate -NS NS AMOUNT
(DSR-2023) + GST 6.33% factor 0.973 on with correction E/M with
DSR-2023) DSR-2023) factor correction factor
Providing and laying in position ready mixed M-25 grade concrete for reinforced - - - - -
cement concrete work, using cement content as per approved design mix,
manufactured in fully automatic batching plant and transported to site of work in
transit mixer for all leads, having continuous agitated mixer, manufactured as per mix
design of specified grade for reinforced cement concrete work, including pumping of
R.M.C. from transit mixer to site of laying , excluding the cost of cantering, shuttering
24 5.33 finishing and reinforcement, including cost of admixtures in recommended proportions -
as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without
impairing strength and durability as per direction of the Engineer - in - charge.
(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement
used as per design mix is payable/recoverable separately).
25 All works upto plinth level - - - - - -
26 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 160.00 9504.75 9,248.12 - - 14,79,699.48 - -
27 All works above plinth level upto floor V level - - - - - -
28 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 30.00 9860.40 9,594.17 - - 2,87,825.08 - -
6.1 Brick work with common burnt clay F.P.S ( non modular ) bricks of class designation 7.5 - - - - -
in foundation and plinth
6.32 Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in - - - - -
superstructure above plinth level up to floor five level in :
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
Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm Painting top - - - - -
of roofs with bitumen of approved quality @ 17kg per 10 sqm
impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the
37 12.15 slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil -
38 12.15.1 With residual type petroleum bitumen of grade VG -10 sqm 978.00 166.20 161.71 - - 1,58,154.92 - -
39 13 FINISHING WORK - - - - - -
Wall painting with premium acrylic emulsion paint of interior grade, having - - - - -
VOC (Volatile Organic Compound ) content less than 50 grams/ litre of
approved brand and manufacture, including applying additional coats
wherever required to achieve even shade and colour.
42 26.0 NEW TECHNOLOGIES AND MATERIALS - - - - - -
43 ELECTRICAL WORK - (DSR-2022) - - - - - -
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate Amount (DSR-2023) Amount (DSR
Item No (Add Correction Rate DSR-2022 (Add Correction Civil 2022+GST 6.33%)
S. No. Description of Item Unit Qty DSR.2023
factor 0.973 on
Rate DSR-2022 Rate -NS NS AMOUNT
(DSR-2023) + GST 6.33% factor 0.973 on with correction E/M with
DSR-2023) DSR-2023) factor correction factor
Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS - - - - -
PVC insulated copper conductor single core cable in surface / recessed medium class
45 1.10 PVC conduit, with modular switch, modular plate, suitable GI box and earthing the -
point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as
Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper Point - 1,660.8746 1,616.03 - -
conductor single core cable in surface / recessed medium class PVC conduit, 2 way
47 1.11 modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. 1.00 1562 1,616.03
FRLS PVC insulated copper conductor single core cable etc as required.
Wiring for light/power plug with 2x4 Sq.mm FRLS PVC insulated, copper conductor, Metre - 355.1422 345.55 - -
single core cable in surface/recessed PVC conduit alongwith 1 No. 4 Sq.mm FRLS PVC
insulated copper conductor single core cable for loop earthing as required.
Wiring for light/power plug with 4x4 Sq.mm FRLS PVC insulated, copper conductor, Metre - 570.9921 555.58 - -
single core cable in surface/recessed PVC conduit alongwith 2 Nos. 4 Sq.mm FRLS PVC
insulated copper conductor single core cable for loop earthing as required.
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS - - - - -
50 1.14 PVC insulated copper conductor, single core cable in surface/ recessed medium class -
PVC conduit as required
52 1.14.10 4 X 10 sq. mm + 2 X 6 sq. mm earth wire Metre - - - - - -
Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and Each 8.00 - 6855.00 7,288.9215 7,092.12 - -
54 5.2 providing masonry enclosure with cover plate having locking arrangement and 56,736.96
watering pipe etc. with charcoal/ coke and salt as required.
Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth Metre 80.00 - 144.00 153.1152 148.98 - -
electrode, including connection/ terminating with G.I. 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)
56 FITTING & FIXTURES - - - - - -
NS-71 Supply of 1750-2200 LUMEN, LED Batten Light fixture Surface mounted ( similar - - - 1,025.36 - 10,253.58
57 specification of other approved makes) (Efficient lighting desing with led light with Each 10.00 -
efficacy of 100 lumen/watt.)
Supply of 800-1000 LUMEN, LED Light fixture ( similar specification of other approved
makes) (Efficient lighting desing with led light with efficacy of 100 lumen/watt.)
Supply, Installation, Testing and Commissioning of 1200 mm sweep,BEE 5 star rated, Each - 2,902.8090 2,824.43 - -
ceiling fan with Brush Less Direct Current (BLDC)Motor, class of insulation: B, 3 nos.
blades, 30 cm long down rod, 2nos. canopies, shackle kit, safety rope, copper winding,
Power Factornot less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery
minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019),THD less than 10%,
59 19.1 remote or electronic regulator unit for speed control and all remaining accessories 10.00 2730.00 28,244.33
including safety pin, nut bolts,washers, temperature rise=75 degree C (max.), insulation
resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply,
earthing etc. complete as required.
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate Amount (DSR-2023) Amount (DSR
Item No (Add Correction Rate DSR-2022 (Add Correction Civil 2022+GST 6.33%)
S. No. Description of Item Unit Qty DSR.2023
factor 0.973 on
Rate DSR-2022 Rate -NS NS AMOUNT
(DSR-2023) + GST 6.33% factor 0.973 on with correction E/M with
DSR-2023) DSR-2023) factor correction factor
Steel work in built up tubular (round, square or rectangular hollow tubes 189.15 - - 9,07,925.76 -
etc.) trusses etc., including cutting, hoisting, fixing in position and
60 10.16.1 applying a priming coat of approved steel primer, including welding and KG 4800.00 194.40 -
bolted with special shaped washers etc. complete.
Hot finished welded type tubes
Designing, Providing, installing and fixing factory finished customed 177.13 - - 1,13,36,617.60 -
design pregalvanized high tensile steel joists manufactured from G350 Z275 confirming
to IS:277-1992, minimum coating of galvanizing 275 gm/sqm, minimum yield stress 35
61 26.62 MPa & minimum tensile strength of 380 MPa placed 1.23 metre apart to support the KG 64000.00 182.05 -
load of slab etc as per the design & directions of Engineer-in-Charge.
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing 167.94 - - 2,51,909.70 -
in position and applying a priming coat of approved steel primer using structural steel
62 10.25.2 etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, KG 1500.00 172.60 -
gates and similar works
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, 1,292.48 - - 2,58,496.91 -
jointed with neat cement slurry mixed with pigment to match the shade of tiles,
including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar
64 11.20.2 1:4 (1 cement: 4 coarse sand). Medium shade pigment using 50% white cement 50% SQM 200.000 1328.35 -
65 13.50 Applying priming coat: - - - - - -
With ready mixed red oxide zink chromate primer of approved brand and manufacture 65.58 - - 95,484.77 -
on steel galvanised iron/steel works.
Wall painting with acrylic emulsion paint of approved brand and manufacture to give - - - - -
an even shade :
Painting with synthetic enamel paint of approved brand and manufacture to give an - - - - -
Providing corrugated G.S. sheet roofing including vertical/ curved surface fixed with - - - - -
polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I.
limpet washers or with G.I. limpet washers filled with white lead, including a coat of
71 12.1 approved steel primer and two coats of approved paint on overlapping of sheets -
complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost
of purlins, rafters and trusses and including cutting to size and shape wherever
72 12.1.1 1.00 mm thick with zinc coating not less than 275 gm/m sqm 1500.00 1457.15 1,417.81 - - - -
73 Total Building Works 2,28,86,177 1,75,747 23,745
Digitally signed by
PRADYUMNA MUKHERJEE
BOQ- Dining,Kitching Warden & Dormitries Complex
Name of Work:-Details of Scope for Construction of Phase-A, Phase-B & Phase-B (Bal.) works at JNV,Distt:- Narela (Delhi).
On "A"Rate On "D"Rate (Add Amount (DSR- Amount (DSR
(Add Correction Rate DSR- Rate DSR-2022 Correction factor 2023) Civil 2022+GST 6.33%)
Sr. No. 2023) Description of Item Unit Qty DSR.2023 Rate -NS NS AMOUNT
factor 0.973 on 2022 + GST 6.33% 0.973 on DSR- with correction E/M with correction
/DSR-2022 DSR-2023) 2023) factor factor
1 BUILDING WORK A B C D E
3 2.6 Earth work in excavation by mechanical means (Hydraulic excavator) /
manual means over areas (exceeding 30cm in depth. 1.5 m 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.
5 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides
of foundations etc. in layers not exceeding 20cm in depth, consolidating
each deposited layer by ramming and watering, lead up to 50 m and lift
6 2.27 Supplying and filling in plinth with sand under floors including watering,
ramming consolidating and dressing complete.
7 2.28 Surface dressing of the ground including removing vegetation - - - - - -
9 2.34 Supplying chemical emulsion in sealed containers including delivery as
10 2.34.1 Chlorpyriphos/Lindane Emulsifiable concentrate of 20%. Ltr. 900 234.75 228.41 - - 2,05,571 - -
11 2.35 Diluting and injecting chemical emulsion for Post - CONSTRUCTIONAL anti- - - - - - -
termite treatment (excluding the cost of chemical emulsion)
12 2.35.3 Treatment of soil under existing floors using chemical emulsion @ one
litre per hole, 300 mm apart including drilling 12 mm dia holes and
plugging with cement mortar 1:2 (1 cement :2 coarse sand ) to match the
existing floor.
13 2.35.3.1 With Chlorpyriphos /Lindane E C. 20% with 1% concentration. Sqm 3700.00 310.05 301.68 - - 11,16,211 - -
14 4.0 CONCRETE WORK - - - - - -
15 4.1 Providing and laying in position cement concrete of specified grade
excluding the cost of cantering and shuttering - All work up to plinth level - - - - - -
16 4.1.6 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources: 6
graded stone aggregate 40 mm nominal size derived from natural sources. cum - - - - - -
17 4.1.8 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm
18 4.10 Providing and laying damp-proof course 40 mm thick with cement
concrete 1:2:4 (1 cement : 2 coarse sand(zone -III) derived from natural
soueces : 4 graded stone aggregate 12.5 mm nominal size derived from
natural soueces.
19 4.12 Extra for providing and mixing water proofing material in cement concrete Per bag of
work in doses by weight of cement as per manufacturer’s specification 50 kg
20 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement
:3 manufactured sand (zone-III) derived from natural sources : 6 graded
stone aggregate 20 mm nominal size derived from natural sources over
75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and Sqm 300.00 749.30 729.07 - - 2,18,721 - -
consolidated and grouted with fine sand, including necessary excavatin,
levelling & dressing & finishing the top smooth.
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate (Add Amount (DSR- Amount (DSR
(Add Correction Rate DSR- Rate DSR-2022 Correction factor 2023) Civil 2022+GST 6.33%)
Sr. No. 2023) Description of Item Unit Qty DSR.2023 Rate -NS NS AMOUNT
factor 0.973 on 2022 + GST 6.33% 0.973 on DSR- with correction E/M with correction
/DSR-2022 DSR-2023) 2023) factor factor
22 5.9 Centring and shuttering including strutting, propping etc. and removal of
23 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. sqm 595.00 392.15 381.56 - - 2,27,029 - -
24 5.9.2 Walls(any thickness) including attached pilasters, butteresses, plinth and string sqm 112 842.50 819.75 - - 91,812 - -
25 5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 2980 927.25 902.21 - - 26,88,598 - -
26 5.9.5 Lintels, beams, plinth beams, girders, bressummers and cantilevers. Sqm 1117 736.40 716.52 - - 8,00,350 - -
27 5.9.6 Columns, Pillars, Piers, Abutments, posts and Struts Sqm 2642 961.30 935.34 - - 24,71,181 - -
28 5.9.7 Stairs, (Excluding landings) except spiral -staircases. sqm 212 764.95 744.30 - - 1,57,791 - -
29 5.22 Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete above plinth level. - - - - - -
30 5.22.6 Thermo-Mechanically Treated bars of grade Fe- 500D or more. kg 36450 107.85 104.94 - - 38,24,992 - -
31 5.22 A Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete above plinth level. - - - - - -
32 5.22A.6 Thermo-Mechanically Treated bars of grade Fe- 500D or more. kg 162000 107.85 104.94 - - 1,69,99,964 - -
33 5.30 metre
for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 78.4 76.28 - - - - -
34 5.33 Providing and laying in position ready mixed M-25 grade concrete for
reinforced cement concrete work, using cement content as per approved
design mix, manufactured in fully automatic batching plant and
transported to site of work in transit mixer for all leads, having continuous
agitated mixer, manufactured as per mix design of specified grade for
reinforced cement concrete work, including pumping of R.M.C. from
transit mixer to site of laying , excluding the cost of cantering, shuttering
finishing and reinforcement, including cost of admixtures in
recommended proportions as per IS : 9103 to accelerate/ retard setting of
concrete, improve workability without impairing strength and durability
as per direction of the Engineer - in - charge.
(Note :- Cement content considered in this item is @ 330 kg/cum.
Excess/less cement used as per design mix is payable/recoverable
35 All works upto plinth level - - - - - -
36 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum
37 All works above plinth level upto floor V level - - - - - -
38 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum
40 6.15 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at
every third course of half brick masonry.
41 6.32 Brick work with clay flyash F.P.S. (non modular) brick of class designation
7.5 in superstructure above plinth level up to floor five level in : - - - - - -
43 6.44 Brick edging 7cm wide 11.4 cm deep to plinth protection with common
burnt clay F.P.S. (non modular) bricks of class designation 7.5 including
grouting with cement mortar 1:4 (1 cement : 4 fine sand).
44 6.45 Half brick masonry with non modular fly ash bricks of class designation 10,
conforming to IS: 12894, in superstructure above plinth up to floor V level. - - - - - -
46 8.0 CLADDING WORK - - - - -
On "A"Rate On "D"Rate (Add Amount (DSR- Amount (DSR
(Add Correction Rate DSR- Rate DSR-2022 Correction factor 2023) Civil 2022+GST 6.33%)
Sr. No. 2023) Description of Item Unit Qty DSR.2023 Rate -NS NS AMOUNT
factor 0.973 on 2022 + GST 6.33% 0.973 on DSR- with correction E/M with correction
/DSR-2022 DSR-2023) 2023) factor factor
47 8.2 Providing and fixing 18mm thick gang saw cut mirror polished remoulded
and repolished) 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, moulding
and polishing to edges to give high gloss finish etc. complete at all levels.
48 8.2.2 Granite stone slab of colour black,Cherry/ Ruby Red - - - - - -
50 Granite stone slab of all colourand texture expect black,Cherry/ Ruby Red
52 8.3 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.
54 8.4 Extra for fixing marble /granite stone, over and above corresponding basic
item, in facia and drops of width up to 150 mm with epoxy resin based metre 100 568.55 553.20 - - 55,320 - -
adhesive, including cleaning etc. complete.
55 8.5 Extra for providing opening of required size & shape for wash basins /
kitchen sink in kitchen platform, vanity counters and similar location in
marble / Granite / stone work including necessary holes for pillar taps etc. Each 20 978.7 952.28 - - 19,046 - -
Including rubbing and polishing necessary etc. complete.
56 9.0 WOOD AND P.V.C WORK - - - - - -
57 Providing and fixing 19 mm thick both side balancing laminationfactory
pressed BWP grade marine ply as per IS : 710 of approved brand
9.169 boxes,shelves,racks,almirah,cupboard and drawer etc. including necessary Sqm 150.00 2593.15 2,523.13 - - 3,78,470 - -
nails,screws etc. complete as per direction of Engineer-incharge
58 9.21 Providing and fixing ISI marked flush door shutters conforming to IS: 2202
(Part I) non-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 :
59 9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with
necessary screws
60 9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm
minimum depth on all edges of flush door shutters (over all area of door sqm 180.00 462.25 449.77 - - 80,958 - -
shutter to be measured).
61 9.48 Providing and fixing M.S. grills of required pattern in frames of windows
etc. with M.S. flats, square or round bars etc. including priming coat
withapproved steel primer all complete. - - - - - -
62 9.48.1 Fixed to steel window by welding kg 1100.00 219.1 213.18 - - 2,34,503 - -
63 9.76 Providing & fixing bright finished brass 100mm mortice latch and lock with
6 levers and a pair of lever handles with necessary screws etc. complete Each 7 854.65 831.57 - - 5,821 - -
(Best make of approved quality).
64 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:
Digitally signed by
On "A"Rate On "D"Rate (Add Amount (DSR- Amount (DSR
(Add Correction Rate DSR- Rate DSR-2022 Correction factor 2023) Civil 2022+GST 6.33%)
Sr. No. 2023) Description of Item Unit Qty DSR.2023 Rate -NS NS AMOUNT
factor 0.973 on 2022 + GST 6.33% 0.973 on DSR- with correction E/M with correction
/DSR-2022 DSR-2023) 2023) factor factor
66 9.97 Providing and fixing aluminium tower bolts ISI marked anodised (anodic
coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed
toreqired colour or shade with necessary screws etc.
68 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 :
70 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
72 9.79 Providing & fixing special quality bright finished brass Cupboard or ward
robe locks with four levers including necessary screws etc. complete (best - - - - - -
make of approved quality).
74 9.91 Providing and fixing chromium plated brass 50 mm cupboard or wardrobe
knobs with nuts complete.
75 9.114 Providing and fixing magnetic catcher of approved quality in cupboard /
ward robe shutters, including fixing with necessary screws etc. complete. - - - - - -
76 9.114.2 Double strip (horizontal type) Each 23 39.7 38.63 - - 888 - -
77 9.119 Providing and fixing factory made P.V.C. door frame of size 50x47 mm
with a wall thickness of 5 mm, made out of extruded 5mm rigid PVC foam
sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of
15x15 mm M.S. square tube, the vertical door frame profiles to be
reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber metre 612.00 492.70 479.40 - - 2,93,391 - -
gasket weather seal to be provided through out the frame. The door
frame to be fixed to the wall using M.S. screws of 65/100 mm size,
complete as per manufacturer’s specification and direction of Engineer-in-
78 9.120 Providing and fixing factory made panel PVC door shutter consisting of
frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x
19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall
have a coat of steel primers of approved make and manufacture. M.S.
frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30
mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm
shall be tapered in 45 degree angle on both side forming styles and 5 mm - - - - - -
thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm
shall be tapered in 45 degree on the inner side to form top and bottom
rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20
mm shall be tapered on both sides to form lock rail.
79 9.120.2 30 mm thick pre laminated PVC door shutters sqm 254.00 3663.80 3,564.88 - - 9,05,479 - -
80 9.127 Providing & Fixing decorative high pressure laminated sheet of plain /
wood grain in gloss / matt / suede finish with high density protective
surface layer and reverse side of adhesive bonding quality conforming to - - - - - -
IS : 2046 Type S, including cost of adhesive of approved quality.
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate (Add Amount (DSR- Amount (DSR
(Add Correction Rate DSR- Rate DSR-2022 Correction factor 2023) Civil 2022+GST 6.33%)
Sr. No. 2023) Description of Item Unit Qty DSR.2023 Rate -NS NS AMOUNT
factor 0.973 on 2022 + GST 6.33% 0.973 on DSR- with correction E/M with correction
/DSR-2022 DSR-2023) 2023) factor factor
82 9.135 Providing and fixing fly proof stainless steel grade 304 wire gauge, to
windows and clerestory windows using wire gauge with average width of
aperture 1.4 mm in both directions with wire of dia. 0.50 mm all
83 9.135.2 With 12 mm mild steel U beading sqm - - - - - -
84 Top, bottom and lock rails shall be provided both side of the panel. 10 mm
(5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert
for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to
be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm
(5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and
joined together with solvent cement adhesive. An additional 5 mm thick - - - - - -
PVC strip of 20 mm width is to be stuck on the interior side of the ‘C’
Channel using PVC solvent adhesive etc. complete as per direction of
Engineer-in-charge, manufacturer’s specification & drawing.
86 Providing and fixing pressed steel door frames conforming to IS: 4351,
manufactured from commercial mild steel sheet of 1.60 mm thickness,
including hinges, jamb, lock jamb, bead and if required angle threshold of
mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed
10.14 mild steel welded or rigidly fixed together by mechanical means, including - - - - - -
M.S. pressed 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 Engineer-in-
87 10.14.3.1 Fixing with adjustable lugs with split end tail to each jamb (Profile E) metre 50 640.20 622.91 - - 31,146 - -
88 10.14.1.1 Fixing with adjustable lugs with split end tail to each jamb (Profile B) metre 58 583.30 567.55 - - 32,918 - -
89 10.14.2.1 Fixing with adjustable lugs with split end tail to each jamb (Profile C) metre 80 611.75 595.23 - - 47,619 - -
90 10.15 Providing and fixing M.S. Tubular frames for doors, windows, ventilators
and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick
M.S. Sheet, joints mitred, welded and grinded finish, with profiles of
required size, including fixing of necessary butt hinges and screws and - - - - - -
applying a priming coat of approved steel primer.
91 10.15.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block
15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone kg 20 195.20 189.93 - - 3,799 - -
aggregate 20 mm nominal size)
92 10.18 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for
ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm
thick M.S. sheet with its top surface hacked for proper bonding, top lid
shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm Each 184 220.65 214.69 - - 39,503 - -
dia round headed screws, one lock at the corners. Clamp shall be made of
12 mm dia M.S. bar bent to shape as per standard drawing.
93 10.27 Providing and fixing carbon steel galvanised ( minimum coating 5 micron)
dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480
N/mm2), counter sunk head, comprising of 10 m dia polyamide PA 6 - - - - - -
grade sleeve, including drilling of hole in frame , concrete/ masonry, etc.
as per direction of Engineer-in-charge.
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate (Add Amount (DSR- Amount (DSR
(Add Correction Rate DSR- Rate DSR-2022 Correction factor 2023) Civil 2022+GST 6.33%)
Sr. No. 2023) Description of Item Unit Qty DSR.2023 Rate -NS NS AMOUNT
factor 0.973 on 2022 + GST 6.33% 0.973 on DSR- with correction E/M with correction
/DSR-2022 DSR-2023) 2023) factor factor
95 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 steel bolts
etc., of required size, on the top of the floor or the side of waist slab with Kg 164 772.40 751.55 - - 1,23,253 - -
suitable arrangement as per approval of Engineer-in-charge, (for payment
purpose only weight of stainless steel members shall be considered
excluding fixing accessories such as nuts, bolts, fasteners
96 11.0 FLOORING WORK - - - - - -
97 Kota stone slab flooring over 20 mm (average) thick base laid over and
11.26 jointed with grey cement slurry mixed with pigment to match the shade of - - - - - -
the slab, including rubbing and polishing complete with base of cement
98 11.26.1 mortar 1 : 4 (1 cement : 4 coarse sand) :
Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars
laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse
sand) and jointed with grey cement slurry mixed with pigment to match
the shade of the slabs, including rubbing and polishing complete
100 11.23 Marble stone flooring with 18mm thick marble stone as per sample of
marble approved by Engineer-in-charge over 20 mm (average) thick base
of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey - - - - - -
cement slurry including rubbing and polishing complete with :
Extra for pre finished nosing to treads of steps of marble/granite stone. metre 9 719.9 700.46 - - 6,304 - -
103 11.41A Providing and laying Vitrified tiles in floor in different sizes (thickness to
specified by the manufacturer) with water absorption less than 0.08% and
conforming to IS: 15622, of approved brand & manufacturer, in all colours
and shade, laid on 20 mm thick cement mortar 1 :4 (1 cement: 4 coarse
sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the
104 11.41A.1 joints
Doublewith white
vitrified tileand matching
polished pigments
finish of size etc. The tiles must be cut - - - - - -
105 11.41A.1.1 Size of Tile 600 x 600 mm sqm
106 Providing and laying Polished Granite stone flooring in required design
and patterns, in linear as well as curvilinear portions of the building all
complete as per the architectural drawings with 18 mm thick stone slab
over 20 mm (average) thick base of cement mortar 1 :4 (1 cement : 4
coarse sand) laid and jointed with cement slurry and pointing with white
cement slurry admixed with pigment of matching shade including rubbing
, curing and polishing etc. all complete as specified and as directed by the
Engineer-in-Charge
107 11.56.2 Polished Granite stone slab of all colour and texture except Black,
Cherry/Ruby Red
108 Chequerred precast cement concrete tiles 22 mm thick in footpath &
courtyard, jointed with neat cement slurry mixed with pigment to match
the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm
11.20.2 thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Medium shade SQM 78 1328.35 1,292.48 - - 1,00,814 - -
pigment using 50% white cement 50%
Grey cement Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate (Add Amount (DSR- Amount (DSR
(Add Correction Rate DSR- Rate DSR-2022 Correction factor 2023) Civil 2022+GST 6.33%)
Sr. No. 2023) Description of Item Unit Qty DSR.2023 Rate -NS NS AMOUNT
factor 0.973 on 2022 + GST 6.33% 0.973 on DSR- with correction E/M with correction
/DSR-2022 DSR-2023) 2023) factor factor
109 NS-57 Proving and fixing on External walls (including cemnet, sand), Clay Brick tiles
cladding 9" x 3" x 17 mm OR 9" x 2"x 17 mm OR as per size aproved by engineer in
charge. The Finsh , color, make to be aproved by engineer in charge The rate SQM 1600 - - - 1,401.58 - - 22,42,526.63
includes making horizontal and vertilcal grooves with mixing the water proofing
compound. The tiles to be of silicon coating.
110 8725.00 12 mm thick fire retardant plywood conforming to IS: 5509 SQM 712 954.00 928.24 - - 6,60,908 - -
112 NS-58 Providing and fixing 0.47 mm Bare galvalume roof sheet AZ-150 ,660 MPA
including ridge, flashing over lapping etc complete plan area should be
measured nothing extra shall be paid for lap, profile. ( valley creast etc)
113 12.15 Painting top of roofs with bitumen of approved quality @ 17kg per 10
sqm Painting top of roofs with bitumen of approved quality @ 17kg per
impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including sqm - - - - - -
cleaning the slab surface with brushes and finally with a piece of cloth
lightly soaked in kerosene oil complete :
114 12.15.1 With residual type petroleum bitumen of grade VG -10 sqm 3400 166.2 161.71 - - 5,49,823 - -
115 Steel work in built up tubular (round, square or rectangular hollow tubes
etc.) trusses etc., including cutting, hoisting, fixing in position and applying - - - - - -
a priming coat of approved steel primer, including welding and bolted
10.16 with special shaped washers etc. complete.
116 10.16.1 Hot finished welded type tubes kg 34000 194.4 189.15 - - 64,31,141 - -
117 12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron grating
15 cm diameter and weighing not less than 440 grams.
Providing and laying in situ seven course water proofing treatment
with APP (Atactic poly-propylene) modified Polymeric memberane
over roof consisting of first coat of bitumen primer @ 0.40 litre per
sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm,
which shall consist of blown type bitumen of grade 85/25 conforming
to IS : 702, 3rd and 5th layers of roofing membrane APP modified
14.86 Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting Sqm 910 730.55 710.83 - - 6,46,851 - -
of five layers prefabricated with centre core as 20 micron HMHDPE
film sandwiched on both sides with polymeric mix and the polymeric
mix is protected on both side with 20 micron HMHDPE film. 7th, the
top most layer shall be finished with brick tiles of class designation
10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed
with 2% integral water proofing compound by weight of cement over
a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and
finished neat (item of laying brick tiles shall be paid for separately
119 12.55 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20
mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and
initial emittance> 0.75 on waterproof and sloped surface of terrace, laid
on 20 mm thick cement sand mortar in the ratio of 1 :4 (1 cement : 4
coarse sand) and grouting the joints with mix of white cement & marble Sqm 600 1703.95 1,657.94 - - 9,94,766 - -
powder in ratio of 1 :1, including rubbing and polishing of the surface
upto 3 cuts complete, including providing skirting upto 150 mm height
along the parapet walls in the same manner
120 13.0 FINISHING WORK - - - - - -
121 13.4 12 mm cement plaster of mix : - - - - - -
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate (Add Amount (DSR- Amount (DSR
(Add Correction Rate DSR- Rate DSR-2022 Correction factor 2023) Civil 2022+GST 6.33%)
Sr. No. 2023) Description of Item Unit Qty DSR.2023 Rate -NS NS AMOUNT
factor 0.973 on 2022 + GST 6.33% 0.973 on DSR- with correction E/M with correction
/DSR-2022 DSR-2023) 2023) factor factor
123 13.11 18 mm cement plaster in two coats under layer 12 mm thick cement
plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick Sqm 4000 518.55 504.55 - - 20,18,197 - -
cement plaster 1:6 (1 cement : 6 fine sand).
124 13.16 6 mm cement plaster to ceiling of mix : - - - - - -
126 13.41 Distempering with1st quality acrylic distemper (ready mixed) having VOC
content less then 50 gram/litre of approved manufacture and of required
shade and colour complete to achieve even shade and colour.
127 13.41.1 New work (two or more coats) over and including water tinnable priming
coat with cement primer having VOC content less then 50 gram/litre . Sqm. 14500.00 185.65 180.64 - - 26,19,243 - -
128 13.48A Finishing walls with 100% Premium acrylic emulsion paint having VOC less
than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal
resistance, dirt resistance exterior paint of required shade (Company
Depot Tinted) with silicon additives
129 13.48A.1 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and
including priming coat of exterior primer applied @ 0.90 litre/10 sqm. Sqm 14,500 181.25 176.36 - - 25,57,166 - -
130 13.62 Painting with synthetic enamel paint of approved brand and manufacture
of required colour to give an even shade :
131 13.62.1 Two or more coats on new work over an under coat of suitable shade with
ordinary paint of approved brand and manufacture
132 13.68 French spirit polishing : - - - - - -
133 13.68.1 Two or more coats on new works including a coat of wood filler sqm - - - - - -
Providing and applying white cement based putty of average thickness 1
mm, of approved brand and manufacturer, over the plastered wall surface sqm 14500.00 156.05 151.84 - - 22,01,631 - -
to prepare the surface even and smooth complete.
135 13.83 Wall painting with premium acrylic emulsion paint of interior grade,
VOC (Volatile Organic Compound ) content less than 50 grams/ litre of
approved brand and manufacture, including applying additional coats - - - - - -
wherever required to achieve even shade and colour.
137 21.0 ALUMINIUM WORK - - - - - -
138 21.1 Providing and fixing aluminium work for doors, windows, ventilators and
partitions with extruded built up standard tubular sections/ appropriate Z
sections and other sections of approved make conforming to IS: 733 and
IS: 1285, fixing with dash fasteners of required dia and size, including
necessary filling up the gaps at junctions, i.e. at top, bottom and sides
with required EPDM rubber/ neoprene gasket etc. Aluminium sections
shall be smooth, rust free, straight, mitred and jointed mechanically - - - - - -
wherever required including cleat angle, Aluminium snap beading for
glazing / paneling, C.P. brass / stainless steel screws, all complete as per
architectural drawings and the directions of Engineer-in-charge. (Glazing,
paneling and dash fasteners to be paid for separately) :
139 21.1.1 For fixed portion - - - - - -
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate (Add Amount (DSR- Amount (DSR
(Add Correction Rate DSR- Rate DSR-2022 Correction factor 2023) Civil 2022+GST 6.33%)
Sr. No. 2023) Description of Item Unit Qty DSR.2023 Rate -NS NS AMOUNT
factor 0.973 on 2022 + GST 6.33% 0.973 on DSR- with correction E/M with correction
/DSR-2022 DSR-2023) 2023) factor factor
140 21.1.1.1 Anodised aluminium (anodised transparent or
dyed to required shade according to IS: 1868, Kg 1450.00 495.05 481.68 - - 6,98,441 - -
Minimum anodic coating of grade AC 15)
141 21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50
142 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 EPDM rubber / neoprene gasket required
(Fittings shall be paid for separately)
143 21.1.2.1 Anodised aluminium (anodised transparent or
dyed to required shade according to IS: 1868, Kg 1010.00 598.60 582.44 - - 5,88,262 - -
Minimum anodic coating of grade AC 15)
144 21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50
145 21.3 Providing and fixing glazing in aluminium door, window, ventilator
shutters and partitions etc. with EPDM rubber / neoprene gasket etc.
complete as per the architectural drawings and the directions of engineer- - - - - - -
in-charge. (Cost of aluminium snap beading shall be paid in basic item):
146 21.3.2 With float glass panes of 5.0 mm thickness(wt not less then 12.5 kg/sqm)
147 Providing and fixing double action hydraulic floor spring of approved
Providing and fixing double action hydraulic floor spring of approved
brand and manufacture conforming to IS : 6315, having brand logo
embossed on the body / plate with double spring mechanism and door
21.4 weight upto 125 kg, for doors, including cost of cutting floors, embedding - - - - - -
in floors as required and making good the same matching to the existing
floor finishing and cover plates with brass pivot and single piece M.S.
sheet outer box with slide plate etc. complete as per the direction of
Engineer-in-charge
148 21.4.1 With stainless steel cover plate minimum 1.25 mm thickness Each 5.00 2823.85 2,747.61 - - 13,738 - -
149 21.7 Providing and fixing machine moulded aluminium covering of approved
pattern & design, made out of machine cut aluminium sheet and machine
holed for receiving dash fastener, over expansion joints on vertical
surfaces/ceiling floors, the fixing on plate in one row on one side of joint
only shall be done with stainless steel dash fasteners of 8 mm dia and 75
mm long bolt including providing aluminium washers 2 mm thick & 15 mm - - - - - -
dia , at a staggered pitch of 200mm centre to 2 mm thick & 15 mm dia , at
a staggered pitch of 200mm centre to centre including drilling holes in the
receiving surface and providing expandable plastic sleeves in holes etc.
complete as per direction of
150 21.7.1 Anodised aluminium sheet 2.5mm thick (anodised transparent or dyed to
required shade according to IS: 1868, Minimum anodic coating of grade Kg 80.00 680.55 662.18 - - 52,974 - -
151 21.8 Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone
work by providing weather silicon sealant over backer rod of approved - - - - - -
quality as per architectural drawings and direction of Engineer-in-charge
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate (Add Amount (DSR- Amount (DSR
(Add Correction Rate DSR- Rate DSR-2022 Correction factor 2023) Civil 2022+GST 6.33%)
Sr. No. 2023) Description of Item Unit Qty DSR.2023 Rate -NS NS AMOUNT
factor 0.973 on 2022 + GST 6.33% 0.973 on DSR- with correction E/M with correction
/DSR-2022 DSR-2023) 2023) factor factor
153 Providing and fixing anodised aluminium grill (anodised transparent or
dyed to required shade according to IS: 1868 with minimum anodic
coating of grade AC 15) of approved design/pattern, with approved
standard section and fixed to the existing window frame with C.P. brass/
stainless steel screws @ 200 mm centre to centre, including cutting the
21.17 grill to proper opening size for fixing and operation of handles and fixing Kg 201 638.35 621.11 - - 1,24,844 - -
approved anodised aluminium standard section around the opening, all
complete as per requirement and direction of Engineer-in-charge. (Only
weight of grill to be measured for payment).
154 WATER PROOFING - - - - - -
155 22.5 Providing and laying water proofing treatment in sunken portion of WCs,
bathrooms etc. by applying cement slurry mixed with water proofing Sqm 410 617.05 600.39 - - 2,46,160 - -
cement comopund consisting of applying: a) First layer of slurry of cement
@ 0.488 kg./Sqm mixed with water proofing cement comound @ 0.253
156 Providing and laying in situ five course water proofing treatment with APP
(Atactic Polypropylene) modified Polymeric memberane over roof
consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd & 4th
courses of bonding material @ 1.20 kg/sqm, which shall onsist of blown
type bitumen of grade 85/25 conforming to IS : 702, 3rd layer of roofing
membrane APP modified Polymeric membrane .0 mm thick of 3.00 Kg/
sqm weight consisting of five layers prefabricated with centre core as 100
micron HMHDPE film sandwiched on both sides with polymeric mix and
the polymeric mix is protected on both side with 20 micron HMHDPE film.
5th, the top most layer shall be finished with brick tiles of class
157 12.55 designation
Providing and10fixing
Heatwith cementTerrace
Resistant mortarTiles
mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and
initial emittance> 0.75 on waterproof and sloped surface of terrace, laid
on 20 mm thick cement sand mortar in the ratio of 1 :4 (1 cement : 4
coarse sand) and grouting the joints with mix of white cement & marble
powder in ratio of 1 :1, including rubbing and polishing of the surface
26.0 3 cutsTECHNOLOGIES
complete, including
MATERIALS skirting upto 150 mm height - - - - - -
159 26.22 Providing and fixing false ceiling at all heights with integral densified
calcium silicate reinforced with fibre and natural filler false ceiling
tiles of Size 595x595mm of approved texture, design and patterns
as per CPWD Specification 2019, to be laid in true horizontal level
suspended on inter-locking metal T-Grid of hot dipped galvanised
iron section of 0.33mmthick (galvanized @ 120 grams per sqm
including both sides)comprising of main-T runners of size 24x38
mm of length 3000 mm,cross - T of size 24x32 mm of length
1200 mm and secondary intermediate cross-T of size 24x32 mm
of length 600mm to formgrid module of size 600 x 600 mm,
suspended from ceiling usinggalvanised mild steel items (galvanizing
@ 80 grams per sqm) i.e. 12x50 mm long dash fasteners, 6 mm dia - - - - - -
fully threaded hanger rod upto 1000 mm length and L-shape level
adjuster of size 76x25x25x1.6 mm fixed with grid and Z cleat of size
25x37x25x1.6mm thick with precut hole on both 25mm flange to
pierce into 12x50mm or even bigger size dash fastener if require,
fixed with Glavanised iron perimeter wall angle or size 24x24x0.40
mm of length 3000 mm to be fixed on periphey wall / partition with
the help of plastic rawl plugs at 450mm center to center and 40 mm
long dry wall S.S screws. The workshall be carried out as per
specifications,
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate (Add Amount (DSR- Amount (DSR
(Add Correction Rate DSR- Rate DSR-2022 Correction factor 2023) Civil 2022+GST 6.33%)
Sr. No. 2023) Description of Item Unit Qty DSR.2023 Rate -NS NS AMOUNT
factor 0.973 on 2022 + GST 6.33% 0.973 on DSR- with correction E/M with correction
/DSR-2022 DSR-2023) 2023) factor factor
160 26.22.1 Providing and fixing false ceiling at all heights with integral densified
calcium silicate reinforced with fibre and natural filler false ceiling
tiles of Size 595x595mm of approved texture, design and patterns
as per CPWD Specification 2019, to be laid in true horizontal level
suspended on inter-locking metal T-Grid of hot dipped galvanised
iron section of 0.33mmthick (galvanized @ 120 grams per sqm
including both sides)comprising of main-T runners of size 24x38
mm of length 3000 mm,cross - T of size 24x32 mm of length
1200 mm and secondary intermediate cross-T of size 24x32 mm
of length 600mm to formgrid module of size 600 x 600 mm,
suspended from ceiling usinggalvanised mild steel items (galvanizing
@ 80 grams per sqm) i.e. 12x50 mm long dash fasteners, 6 mm dia sqm - - - - - -
fully threaded hanger rod upto 1000 mm length and L-shape level
adjuster of size 76x25x25x1.6 mm fixed with grid and Z cleat of size
25x37x25x1.6mm thick with precut hole on both 25mm flange to
pierce into 12x50mm or even bigger size dash fastener if require,
fixed with Glavanised iron perimeter wall angle or size 24x24x0.40
mm of length 3000 mm to be fixed on periphey wall / partition with
the help of plastic rawl plugs at 450mm center to center and 40 mm
long dry wall S.S screws. The workshall be carried out as per
specifications,
161 With 15 mm thick Tegular edged light weight calcium
sliciate false ceiling tiles
162 SANITARY FIXTURE - - - - - -
163 Note:-1. All Sanitarty fixture shal be low flow as mentioned below , where
flow/ flush rate of fixture shall be equivalent or lesser at 3 bar pressure( - - - - - -
164 2. water closet flushing cistern (dual flush 3/6) urinals 2 lpm faucets
(lavatory ,pantry,health) 6 lpm.
165 3.multiple sprinkler system native trees & vegetation shall be used. - - - - - -
166 4.over flow rain water storage & reuse on site of at least 75% of total
building water demand of 2 days shall be provide .
167 5. Desalting & grease trap system along with the proper flitation for rain
water recharging shall be provided.
168 17.1.1 Providing and fixing water closet squatting pan (Indian type W.C. pan )
with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C.
flushing cistern, including flush pipe, with manually controlled device
(handle lever) conforming to IS : 7231, with all fittings and fixtures Each 26 6767.4 6,584.68 - - 1,71,202 - -
complete, including cutting and making good the walls and floors
wherever required: White Vitreous china Orissa pattern W.C. pan of size
580x440 mm with integral type foot rests
169 Providing white vitreous china wall hung type European W.C. pan with
white plastic seat and lid with C.P. brass hinges & rubber buffers, 3/6 liters
NS-59 dual flush type white vitreous china low level flushing cistern fixed directly Each 88 - - - 10,968.14 - - 9,65,196.07
on W.C. pan with fittings and brackets complete.
170 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar
taps, 32 mm C.P. brass waste of standard pattern, including painting of
fittings and brackets, cutting and making good the walls wherever require
171 17.7.2 White Vitreous China Wash basin size 630x450 mm with a
single 15 mm C.P. brass pillar tap
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate (Add Amount (DSR- Amount (DSR
(Add Correction Rate DSR- Rate DSR-2022 Correction factor 2023) Civil 2022+GST 6.33%)
Sr. No. 2023) Description of Item Unit Qty DSR.2023 Rate -NS NS AMOUNT
factor 0.973 on 2022 + GST 6.33% 0.973 on DSR- with correction E/M with correction
/DSR-2022 DSR-2023) 2023) factor factor
172 17.10 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS :
13983 with C.I. brackets and stainless steel plug 40 mm, including painting
of fittings and brackets, cutting and making good the walls wherever
173 17.10.1 Kitchen sink with drain board - - - - - - -
175 17.22A Providing and fixing CP Brass 32mm size Bottle Trap of approved quality &
make and as per the direction of Engineer-in-charge.
176 17.28 Providing & fixing PVC waste pipe for sink or wash basin including PVC
waste fittings complete
179 Providing and fixing 15mm C.P brass Sink Mixer for kitchen sink with
NS-60 swinging spout complete. Including cutting and making good the walls Each 11 - - - 3,851.99 - - 42,371.86
wherever required .
180 NS-61 Providing and Fixing of C.P. Brass Shower set comprising of : - - - - - - -
181 One No. CP brass Single Lever Concealed Diverter . - - - - - - -
182 One No. CP brass OH shower head & Shower Arm . - - - - - - -
183 One No. CP brass Bath Spout. - - - - - - -
184 Including cutting and making good the walls wherever required. - - - - - - -
185 Shower set as described above. Each 114 - - - 7,097 - - 8,09,075.57
Providing and fixing 600 x 450mm bevelled edge mirror of superior glass
(of approved quality) complete with 6mm thick hard board ground fixed Each 116 1607.95 1,564.54 - - 1,81,486 - -
to wooden cleats with CP brass screws and washers complete.
187 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to
wooden cleats with CP brass screws with concealed fittings arrangement - - - - - - -
of approved quality and colour.
188 600 mm long towel rail with total length of 645 mm, width 78 mm and
effective height of 88 mm, weighing not less than 190 gms
189 17.80 Providing and fixing white vitreous china battery based infrared sensor
operated urinal of approx. size 610 x 390 x 370 mm having pre & post
flushing with water (250 ml & 500 ml consumption), having water inlet
from back side, including fixing to wall with suitable brackets all as per Each 16 7979.2 7,763.76 - - 1,24,220 - -
manufacturers specification and direction of Engineer-in-charge.
190 Providing and fixing health faucet with 1 m long flexible tube and wall
hook including all fittings approved quality.
191 Providing and placing on terrace (at all floor levels) polythene water
storage tank of approved brand and manufacture with cover and suitable
18.48 locking arrangement and making necessary holes for inlet , outlet and Litre 4000 11.00 10.70 - - 42,812 - -
overflow pipes but without fittings and the base support for tank.
193 Providing & fixing CP brass bib cock of approved quality conforming IS
195 Providing and fixing C.P. brass long body bib cock of approved quality
conforming to IS standards and weighing not less than 690 gms.
197 Providing and fixing CP brass angle valve for basin mixer and geyser points
of approved quality confirming IS: 8931:
Digitally signed by
199 WATER SUPPLY - - - - - -
On "A"Rate On "D"Rate (Add Amount (DSR- Amount (DSR
(Add Correction Rate DSR- Rate DSR-2022 Correction factor 2023) Civil 2022+GST 6.33%)
Sr. No. 2023) Description of Item Unit Qty DSR.2023 Rate -NS NS AMOUNT
factor 0.973 on 2022 + GST 6.33% 0.973 on DSR- with correction E/M with correction
/DSR-2022 DSR-2023) 2023) factor factor
200 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having
thermal stability for hot & cold water supply, including all CPVC plain &
brass threaded fittings, including fixing the pipe with clamps at 1.00 m
18.7 spacing. This includes jointing of pipes & fittings with one step CPVC - - - - - - -
solvent cement and testing of joints complete as per direction of Engineer
201 Internal work - Exposed on wall - - - - - - -
202 18.7.1 15 mm nominal outer dia Pipes Metre 10 286.8 279.06 - - 2,791 - -
206 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having
thermal stability for hot & cold water supply, including all CPVC plain &
brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing.
18.8 This includes jointing of pipes & fittings with one step CPVC solvent - - - - - - -
cement and the cost of cutting chases and making good the same
including testing of joints complete as per direction of Engineer in Charge.
207 Concealed work, including cutting chases and making good the walls etc.
208 18.8.1 15 mm nominal outer dia Pipes Metre 2 497.8 484.36 - - 1,041 - -
210 Providing and placing on terrace (at all floor levels) polythene water
storage tank of approved brand and manufacture with cover and suitable
18.48 locking arrangement and making necessary holes for inlet , outlet and Litre 5,000 11 10.70 - - 53,515 - -
overflow pipes but without fittings and the base support for tank.
211 Providing and fixing forged brass ball valve of brass body with hard
chrome plated steel ball inside PTFE (Teflon) seat & ring with chrome
plated centre handle with female BSP threads complete in all respects.
217 Internal work - Exposed on Wall - - - - - - -
225 18.38 Painting G.I. pipes and fittings with synthetic enamel white paint with two - - - - - - -
233 18.46 Providing and fixing G.I. Union in G.I. pipe including cutting and threading - - - - - - -
235 18.46.3 25 mm dia nominal bore Each 4 439.25 427.39 - - 1,831 Digitally
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate (Add Amount (DSR- Amount (DSR
(Add Correction Rate DSR- Rate DSR-2022 Correction factor 2023) Civil 2022+GST 6.33%)
Sr. No. 2023) Description of Item Unit Qty DSR.2023 Rate -NS NS AMOUNT
factor 0.973 on 2022 + GST 6.33% 0.973 on DSR- with correction E/M with correction
/DSR-2022 DSR-2023) 2023) factor factor
241 INTERNAL DRAINAGE - - - - - - -
242 4.1.3 Providing and laying cement concrete in 1:2:4 ( 1cement : 2 Coarse sand :
4 graded stone aggregate 20 mm nominal size ) and curing complete, Cum 2 7878.5 7,665.78 - - 13,683 - -
including cost of form work.
243 12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron grating
15 cm diameter and weighing not less than 440 grams.
244 Providing, fixing, jointing and testing in position of ISI marked UV stabilized UPVC pipes for
soil, waste, and vent, Type-B as per IS : 13592 suitable for rubber ring joints for vertical pipes
and solvent cement joints for horizontal pipes, including all neccessary specials and fittings
(confirming to IS:14735) i.e. bends, tees, junctions (with or without doors), reducers, WC
NS-64 connectors, couplers, cowels, clamps, long radius / swept bend at bottom of pipe, (All - - - - - - -
connections from horizontal to vertical stacks must be through swept type fitting) hangers,
rubber rings, clean outs, C P Grating for any waste connection from washing machine etc.
fixing at wall / ceiling / floor level supported by clamp & hangers etc. inside duct / suspended
from floor under false ceiling for proper completion of the work. The rubber ring shall
confirm to IS:5382.
245 The Pipes will be supported by either G.I. U strap clamps on 40x40x3 mm - - - - - - -
250 NS-65 Providing, fixing, jointing and testing in position ISI marked (IS:4985) UPVC
pipes of min 6 Kg/ Sq cm rating with fitting for waste pipe from fixtures to
floor trap including reduces, enlarger, socket, couplers, bends, tees etc
including fixing at wall/ ceiling level supported by clamp & hangers etc. 13 - - - - - -
The work includes cutting holes in wall/ floors/ slabs and making good the
same with cement concrete 1:2:4 complete as required.
254 NS-66 Providing & fixing UPVC Floor trap of self cleansing design with CP Jali
complete in all respects.
255 NS-66a S-Trap type Floor Trap 110 x 110 mm (50 mm seal) Each 2 - - - 753.85 - - 1,507.70
256 NS-66b P-Trap type Floor Trap 110 x 110 mm (Long type - 50 mm seal) Each 173 - - - 438.61 - - 75,878.90
257 NS-67 Providing and fixing uPVC agricultural pipes conforming to IS:4985 (6
kg/sqcm) including all fittings, e.g. couplings, tees, bends, reducers and
screwed adoptors jointing with solvent cement joint as per
manufacturers' recommendations. [for Rain Water Pipes]
261 NS-68 Providing and fixing of GI split pipe support clamps with EPDM rubber
lining, Zinc plated for support of vertical/hanging horizontal soil, waste,
vent and rain water pipes, embedded in walls with anchor fastner,
including recommended size GI threaded rod of required length etc. - - - - - - -
including cost of cutting holes and making good the walls complete in all
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate (Add Amount (DSR- Amount (DSR
(Add Correction Rate DSR- Rate DSR-2022 Correction factor 2023) Civil 2022+GST 6.33%)
Sr. No. 2023) Description of Item Unit Qty DSR.2023 Rate -NS NS AMOUNT
factor 0.973 on 2022 + GST 6.33% 0.973 on DSR- with correction E/M with correction
/DSR-2022 DSR-2023) 2023) factor factor
264 NS-69 Providing and fixing cast brass floor clean out plug with suitable insert
keys for opening, male threaded joint with GI threaded socket drip seal to
soil / waste pipe of CI pipe as required complete as per drawing approved
sample and direction of engineer in charge.
266 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff
mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) - - - - - - -
including testing of joints etc. complete :
269 2.10.1.2 Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm dia Metre 3 352.15 342.64 - - 973 - -
270 EXTERNAL SEWEGE SYSTEM - - - - - - -
271 2.8 Earth work in excavation by mechanical means (Hydraulic excavator) /
manual means in foundation trenches or drains (not exceeding 1.5 m in
width or 10 sqm on plan), including dressing of sides and ramming of
bottoms, lift upto 1.5 m, including getting out the excavated soil and - - - - - - -
disposal of surplus excavated soil as directed, within a lead of 50 m.
273 2.10 Excavating trenches of required width for pipes, cables, etc including
excavation for sockets, and dressing of sides, ramming of bottoms, depth
upto 1.5 m, including getting out the excavated soil, and then returning
the soil as required, in layers not exceeding 20 cm in depth, including - - - - - - -
consolidating each deposited layer by ramming, watering, etc. and
disposing of surplus excavated soil as directed, within a lead of 50 m :
275 2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
Providing and fixing square-mouth S.W. gully trap class SP-1 complete
with C.I. grating brick masonry chamber with water tight C.I. cover with - - - - - - -
frame of 300 x300 mm 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:
278 With common burnt clay F.P.S. (non modular) bricks of class designation
Constructing brick masonry manhole in cement mortar 1:4 (1 cement : 4
coarse sand) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse
sand (zone- III) : 3 graded stone aggregate 20 mm nominal size),
foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 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 aggregate 20 mm
nominal size) finished with a floating coat of neat cement complete as per
standard design :
280 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light
19.7.1 duty) 455x610 mm internal dimensions, total weight of cover and frame - - - - - - -
to be not less than 38 kg (weight of cover 23 kg and weight of frame 15
281 With common burnt clay F.P.S. (non modular) bricks of class designation
282 19.8 Extra for depth for manholes :
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate (Add Amount (DSR- Amount (DSR
(Add Correction Rate DSR- Rate DSR-2022 Correction factor 2023) Civil 2022+GST 6.33%)
Sr. No. 2023) Description of Item Unit Qty DSR.2023 Rate -NS NS AMOUNT
factor 0.973 on 2022 + GST 6.33% 0.973 on DSR- with correction E/M with correction
/DSR-2022 DSR-2023) 2023) factor factor
284 With common burnt clay F.P.S. (non modular) bricks of class designation
285 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic
encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS :
1786 having minimum cross section as 23 mmx25mm and over all
minimum length 263 mm and width as 165mm with minimum 112 mm
space between protruded legs having 2 mm tread on top surface by
ribbing or chequering besides necessary and adequate anchoring
projections on tail length on 138 mm as per standard drawing and Each 15 553.7 538.75 - - 7,866 - -
suitable to with stand 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 30x20x15 cm
cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone
aggregate 20 mm nominal size) complete as per design.
286 19.10 Extra depth for circular type manhole 0.91m internal dia (at bottom) with
beyond 0.91m to 1.67m.
287 19.10.1 With common burnt clay F.P.S. (non modular) bricks of class designation
288 NS-70 Providing, laying and jointing HDPE Double Wall Coil (DWC) SN-8 Grade
pipes confirming to IS: 16098 including all fittings wherever required e.g.,
tees, bends of any degree, couplings, adapters, plugs, unions etc. and - - - - - - -
jointing as manufacturer recommondation etc. including testing of joints
293 19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :
10 graded stone aggregate 40mm nominal size) up to haunches of
S.W/RCC pipes including bed concrete as per standard design.
296 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic
encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS :
1786 having minimum cross section as 23 mmx25mm and over all
minimum length 263 mm and width as 165mm with minimum 112 mm
space between protruded legs having 2 mm tread on top surface by
ribbing or chequering besides necessary and adequate anchoring
projections on tail length on 138 mm as per standard drawing and Each 18 553.7 538.75 - - 9,563 - -
suitable to with stand 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 30x20x15 cm
cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone
aggregate 20 mm nominal size) complete as per design.
297 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with
collars jointed with stiff mixture of cement mortar in the proportion of 1:2
(1 cement : 2 fine sand) including testing of joints etc. complete :
Digitally signed by
On "A"Rate On "D"Rate (Add Amount (DSR- Amount (DSR
(Add Correction Rate DSR- Rate DSR-2022 Correction factor 2023) Civil 2022+GST 6.33%)
Sr. No. 2023) Description of Item Unit Qty DSR.2023 Rate -NS NS AMOUNT
factor 0.973 on 2022 + GST 6.33% 0.973 on DSR- with correction E/M with correction
/DSR-2022 DSR-2023) 2023) factor factor
301 19.8 Extra for depth for manholes : - - - - - - -
303 With common burnt clay F.P.S. (non modular) bricks of class designation
304 19.10 Extra depth for circular type manhole 0.91m internal dia (at bottom) with
beyond 0.91m to 1.67m.
305 19.10.1 With common burnt clay F.P.S. (non modular) bricks of class designation
306 19.27 Constructing bricks masonry road gully chamber 50x45x60 cm with bricks
in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm
pre-cast R.C.C. horizontal grating with frame complete as per standard
307 19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation
308 19.31 Extra for depth beyond 45 cm of brick masonry chamber - - - - - - -
310 19.31.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation
Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5
sq.mm FRLS PVC insulated copper conductor single core cable in surface /
1.10 recessed medium class PVC conduit, with modular switch, modular plate, - - - - - - -
suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated
copper conductor single core cable etc. as required.
314 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated
copper conductor single core cable in surface / recessed medium class
1.11 PVC conduit, 2 way modular switch, modular plate, suitable GI box and Point 246 - 1562 1,660.8746 1,616.03 - 3,98,190.03 -
earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor
single core cable etc as required.
315 Wiring for light/power plug with 2x4 Sq.mm FRLS PVC insulated, copper
conductor, single core cable in surface/recessed PVC conduit alongwith 1
No. 4 Sq.mm FRLS PVC insulated copper conductor single core cable for
loop earthing as required.
316 Wiring for light/power plug with 4x4 Sq.mm FRLS PVC insulated, copper
conductor, single core cable in surface/recessed PVC conduit alongwith 2
Nos. 4 Sq.mm FRLS PVC insulated copper conductor single core cable for
loop earthing as required.
317 Wiring for circuit/ submain wiring alongwith earth wire with the following
1.14 sizes of FRLS PVC insulated copper conductor, single core cable in surface/ - - - - - - -
recessed medium class PVC conduit as required
323 Supplying and fixing of following sizes of medium class PVC conduit along
1.21 with accessories in surface/recess including cutting the wall and making - - - - - - -
good the same in case of recessed conduit as required.
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate (Add Amount (DSR- Amount (DSR
(Add Correction Rate DSR- Rate DSR-2022 Correction factor 2023) Civil 2022+GST 6.33%)
Sr. No. 2023) Description of Item Unit Qty DSR.2023 Rate -NS NS AMOUNT
factor 0.973 on 2022 + GST 6.33% 0.973 on DSR- with correction E/M with correction
/DSR-2022 DSR-2023) 2023) factor factor
326 Supplying and fixing stepped type electronic fan regulator on the existing
1.25 modular plate switch box including connections but excluding modular Each 686 - 369 392.3577 381.76 - 2,61,890.13 -
plate etc. as required.
327 Supplying and fixing modular blanking plate on the existing modular plate
& switch box excluding modular plate as required.
Supplying and fixing following size/ modules, GI box alongwith modular
base & cover plate for modular switches in recess etc as required.
332 Supplying and fixing suitable size GI box with modular plate and cover in
front on surface or in 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.
333 Installation, testing and commissioning of pre-wired, fluorescent fitting /
compact fluorescent fitting of all types, complete with all accessories and
1.41 tube etc. directly on ceiling/ wall, including connection with 1.5 sq. mm Each 772 - 206 219.0398 213.13 - 1,64,533.06 -
FRLS PVC insulated, copper conductor, single core cable and earthing etc.
Installation, testing and commissioning of ceiling fan, including wiring the
down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC
insulated, copper conductor, single core cable, including providing and
fixing phenolic laminated sheet cover on the fan box etc. as required.
Installation of exhaust fan in the existing opening, including making good
the damage, connection, testing, commissioning etc. as required.
337 Providing, laying and fixing following dia G.I. pipe (medium class) in
18.12 ground complete with G.I. fittings including trenching (75 cm deep)and re- - - - - - - -
filling etc. as required
340 Supplying and fixing following way, single pole and neutral, sheet steel
,MCB distribution board, 240 volts, on surface/ recess, complete with
2.3 tinned copper busbar, neutral bus bar, earth bar, din bar, - - - - - - -
interconnections powder painted including earthing etc. as required. (But
with out MCB/RCCB/ Isolator).
342 Supplying and fixing following way, horizontal type three pole and
neutral, sheet steel ,MCB distribution board, 415 volts, on surface/ recess,
2.4 complete with tinned copper busbar, neutral bus bar, earth bar, din bar, - - - - - - -
interconnections powder painted including earthing etc. as required. (But
with out MCB/RCCB/ Isolator).
344 supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C Curve,
miniature circuit breaker suitable for inductive load of following poles in
the existing MCB DB complete with connectoin testing and commissioning
etc.as required.
Digitally signed by
PRADYUMNA MUKHERJEE
On "A"Rate On "D"Rate (Add Amount (DSR- Amount (DSR
(Add Correction Rate DSR- Rate DSR-2022 Correction factor 2023) Civil 2022+GST 6.33%)
Sr. No. 2023) Description of Item Unit Qty DSR.2023 Rate -NS NS AMOUNT
factor 0.973 on 2022 + GST 6.33% 0.973 on DSR- with correction E/M with correction
/DSR-2022 DSR-2023) 2023) factor factor
346 supplying and fixing following rating,double pole,240 V,isolator in the
2.12 existing MCB DB complete with connectoin testing and commissioning - - - - - - -
etc.as required.
348 supplying and fixing following rating,four pole,415 V,isolator in the
2.13 existing MCB DB complete with connectoin testing and commissioning - - - - - - -
etc.as required.
350 supplying and fixing following rating,double pole,240 V,residual current
circuit breaker (RCCB),having a sensitivity currrent 30 mA in the eiting
MCB DB completed with connection ,teting commisoining etc.as required.
353 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including
accessories, and providing masonry enclosure with cover plate having
locking arrangement and watering pipe etc. with charcoal/ coke and salt
354 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground
as strip earth electrode, including connection/ terminating with G.I. nut,
5.9 bolt, spring, washer etc. as required. (Jointing shall be done by Metre 304 - 144 153.1152 148.98 - 45,290.25 -
overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at
355 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop
5.18 earthing along with existing surface/ recessed conduit/ submain wiring/ Meter 386 - 42 44.6586 43.45 - 16,772.79 -
cable as required.
356 FITTING & FIXTURES - - - - - - -
357 NS-71 Supply of 1750-2200 LUMEN, LED Batten Light fixture Surface mounted (
similar specification of other approved makes) (Efficient lighting desing Each 772 - - - 1025 - - 7,91,576.13
with led light with efficacy of 100 lumen/watt.)
358 NS-72 Supply of 800-1000 LUMEN,LED Light fixture ( similar specification of
other approved makes) (Efficient lighting desing with led light with Each 186 - - - 1349 - - 2,50,403.14
efficacy of 100 lumen/watt.)
359 Supply, Installation, Testing and Commissioning of 1200 mm sweep,BEE 5
star rated, ceiling fan with Brush Less Direct Current (BLDC)Motor, class of
insulation: B, 3 nos. blades, 30 cm long down rod, 2nos. canopies, shackle
kit, safety rope, copper winding, Power Factornot less than 0.9, Service
Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min ,
350 RPM (tolerance as per IS : 374-2019),THD less than 10%, remote or
electronic regulator unit for speed control and all remaining accessories
including safety pin, nut bolts,washers, temperature rise=75 degree C
Supplyinginsulation resistance
of approved makemore
Fan2ofmega ohm, suitable
the following for 230
size and its allV, 50
accessories suitable for operation on 230V single phase, 50 Hz, AC supply - - - - - - -
complete as required.
362 SUB HEAD-XII :-LIGHTING CONDUCTOR - - - - - - -
363 Providing & Fixing of lightning conductor finial, made of 25 mm dia 300
6.2 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick No. 59 - 518 550.7894 535.92 - 31,619.17 -
G.I. base plate including holes etc. complete as required.
364 Fixing of lightning conductor finial, single prong at top, with base plate
including holes etc. complete as required.
365 Providing and fixing G.I. tape 20 mm x 3 mm thick on parapet or on
6.7 surface of wall for lightning conductor complete as required.( For Metre 700 - 126 133.9758 130.36 - 91,250.92 -
horizontal run) Digitally signed by
PRADYUMNA MUKHERJEE
aoc.pdf
Download all tender documents and submit your bid