Construction of Phase A, Phase B and Phase B (Bal.) for JNV Narela Delhi

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