Construction of 2 nos. of High rise multipurpose godown of 81,893 sqft Capacity with internal roads, drains, electrification works, Ancillary Buildings etc. at Dausa, Jaipur

CENTRAL WAREHOUSING CORPORATION

(A GOVT. OF INDIA UNDERTAKING)

NIT Number E NIT_CWC/CO/Engg. /26-27/44

Name of Work Construction of 2 nos. of High rise multipurpose godown of 81,893 sqft Capacity with internal roads, drains, electrification works, Ancillary Buildings etc. at Dausa, Jaipur

NAME OF CONTRACTOR

Sd.-I Schedule-I Items of General Civil works Scheduled in Civil DSR 2023 and Items directly driven from DSR 2023

Sd.-II Schedule-II Items of General Civil works not scheduled in Civil DSR 2023 (Market Rate Items)

Sd.-III Schedule-III Items of General PEB works not scheduled in Civil DSR 2023

Sd.-IV Schedule-IV Items of General Electrical works Scheduled in E&M DSR 2025 and Items directly driven from DSR E &M 2025

Sd.-V Schedule-V Items of General Electrical works not Scheduled in E&M DSR 2025 (Market rate items)

Sd.-VI Schedule-VI Items of Civil Building based on Civil DPAR 2025

Grand Total (In Figures)

Grand Total (In Words)

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Schedule-I Items of General Civil works Scheduled in Civil DSR 2023 and Items directly driven from DSR 2023

NIT Number E NIT_CWC/CO/Engg. /26-27/44

Name of Work Construction of 2 nos. of High rise multipurpose godown of 81,893 sqft Capacity with internal roads, drains, electrification works, Ancillary Buildings etc. at Dausa, Jaipur

NAME OF CONTRACTOR

Sr.No. Name of Work Total Amount (In Rs.) Quoted rates (Above/Below/At par) Rate to be quoted in percentage(%) Quoted % In Words Quoted amount in figure

1 Schedule-I Items of General Civil works Scheduled in Civil DSR 2023 and Items directly driven from DSR 2023

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Schedule-II Items of General Civil works not scheduled in Civil DSR 2023 (Market Rate Items)

NIT Number E NIT_CWC/CO/Engg. /26-27/44

Name of Work Construction of 2 nos. of High rise multipurpose godown of 81,893 sqft Capacity with internal roads, drains, electrification works, Ancillary Buildings etc. at Dausa, Jaipur

NAME OF CONTRACTOR

Sr.No. Name of Work Total Amount (In Rs.) Quoted rates (Above/Below/At par) Rate to be quoted in percentage(%) Quoted % In Words Quoted amount in figure

1 Schedule-II Items of General Civil works not scheduled in Civil DSR 2023 (Market Rate Items)

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Schedule-III Items of General PEB works not scheduled in Civil DSR 2023

NIT Number E NIT_CWC/CO/Engg. /26-27/44

Name of Work Construction of 2 nos. of High rise multipurpose godown of 81,893 sqft Capacity with internal roads, drains, electrification works, Ancillary Buildings etc. at Dausa, Jaipur

NAME OF CONTRACTOR

Sr.No. Name of Work Total Amount (In Rs.) Quoted rates (Above/Below/At par) Rate to be quoted in percentage(%) Quoted % In Words Quoted amount in figure

1 Schedule-III Items of General PEB works not scheduled in Civil DSR 2023

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Schedule-IV Items of General Electrical works Scheduled in E&M DSR 2025 and Items directly driven from DSR E &M 2025

NIT Number E NIT_CWC/CO/Engg. /26-27/44

Name of Work Construction of 2 nos. of High rise multipurpose godown of 81,893 sqft Capacity with internal roads, drains, electrification works, Ancillary Buildings etc. at Dausa, Jaipur

NAME OF CONTRACTOR

Sr.No. Name of Work Total Amount (In Rs.) Quoted rates (Above/Below/At par) Rate to be quoted in percentage(%) Quoted % In Words Quoted amount in figure

1 Schedule-IV Items of General Electrical works Scheduled in E&M DSR 2025 and Items directly driven from DSR E &M 2025

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Schedule-V Items of General Electrical works not Scheduled in E&M DSR 2025 (Market rate items)

NIT Number E NIT_CWC/CO/Engg. /26-27/44

Name of Work Construction of 2 nos. of High rise multipurpose godown of 81,893 sqft Capacity with internal roads, drains, electrification works, Ancillary Buildings etc. at Dausa, Jaipur

NAME OF CONTRACTOR

Sr.No. Name of Work Total Amount (In Rs.) Quoted rates (Above/Below/At par) Rate to be quoted in percentage(%) Quoted % In Words Quoted amount in figure

1 Schedule-V Items of General Electrical works not Scheduled in E&M DSR 2025 (Market rate items)

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Schedule-VI Items of Civil Building based on Civil DPAR 2025

NIT Number E NIT_CWC/CO/Engg. /26-27/44

Name of Work Construction of 2 nos. of High rise multipurpose godown of 81,893 sqft Capacity with internal roads, drains, electrification works, Ancillary Buildings etc. at Dausa, Jaipur

NAME OF CONTRACTOR

Sr.No. Name of Work Total Amount (In Rs.) Quoted rates (Above/Below/At par) Rate to be quoted in percentage(%) Quoted % In Words Quoted amount in figure

1 Schedule-VI Items of Civil Building based on Civil DPAR 2025

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

Central Warehousing Corporation (A Govt. of India Undertaking)

Construction of 2 nos. of High rise multipurpose godown of 81,893 sqft Capacity with internal roads, drains, electrification works, Ancillary Buildings etc. at Dausa, Jaipur

Schedule of Quantity

Schedule-I Items of General Civil works Scheduled in Civil DSR 2023 and Items directly driven from DSR 2023

SLNo DSR 2023 No. Description Quantity Unit Rate Amount

1 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 Engineer-in-charge.

1.1 2.6.1 All kinds of soil 1843.74 cum 177.5

2 2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

2.1 2.8.1 All kinds of soil. 2926.28 cum 260.3

3 2.10. Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:

3.1 2.10.1 All kinds of soil

3.1.1 2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 125.48 Metre 352.15

4 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. 4767.47 cum 196

5 2.26 Extra for every additional lif of 1.5 m or part thereof in excavation / banking excavated or stacked materials.

5.1 2.26.1 All kinds of soil 77.04 cum 126.8

6 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 259.71 cum 2123.75

7 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 :

7.1 4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) 555.18 cum 6812

8 5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :

8.1 5.1.2 1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 22 cum 9045.75

9 5.9 Centering and shuttering including strutting, propping etc. and removal of form for

9.1 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete 2999.03 sqm 392.15

9.2 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 6294 sqm 842.5

9.299999999999999 5.9.3 Suspended floors, roofs, landings, balconies and access platform 16 sqm 927.25

9.399999999999999 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers 1806.17 sqm 736.4

9.499999999999998 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts 943.84 sqm 961.3

10 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

10.1 5.22.5 Hard drawn steel wire fabric 42742 kg 102.2

11 5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.

11.1 5.22A.4 Hot rolled deformed bars 2364.64 kg 107.85

11.2 5.22.6/6A Thermo-Mechanically Treated bars of grade Fe-500D or more. 272225.93 kg 107.85

12 5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

12.1 5.33.2 All works above plinth level upto floor V level

12.1.1 5.33.2.1 Concrete of M30 grade with minimum cement content of 350 kg /cum 113.58 cum 9860.4

13 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:

13.1 6.1.1 Cement mortar 1:4(1 cement :6 coarse sand) 21.72 cum 7370.65

14 6.23 Honey-comb brick work 10 / 11.4 cm thick with common burnt clay bricks of class designation 7.5 in super structure above plinth level upto floor V level with cement mortar 1:4(1 cement : 4 coarse sand). 2.34 sqm 711.5

15 6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :

15.1 6.4.2 Cement mortar 1:6 (1 cement: 6 Coarse sand) 426 cum 9105.95

16 7.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :

16.1 7.1.1 Cement mortar 1:6(1 cement :6 coarse sand) 270.75 cum 7311.25

17 7.2 Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.

17.1 7.2.1 Cement mortar 1:6(1 cement :6 coarse sand) 121.84 cum 9275.45

18 10.1 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 9691 kg 117.35

19 10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 3484.35 kg 133.7

20 10.5 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.

20.1 10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces 3.3 sqm 5804.35

21 10.25 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.

21.1 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 6843.2 kg 172.6

22 13.1 12 mm cement plaster of mix:

23 13.2 15 mm cement plaster on the rough side of single or half brick wall of mix:

23.1 13.2.2 1:6 (1 cement: 6 fine sand) 2130 sqm 383

24 13.8 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix:

24.1 13.8.1 1:3(1 cement: 3 fine sand) 63.86 sqm 494.3

25 13.16 6 mm cement plaster of mix:

26 13.33 Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) :

26.1 13.33.2 Raised and cut pointing 2173.14 sqm 701.05

27 13.41 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour:

27.1 13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre 2397.51 sqm 185.65

28 13.48A Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) 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 with silicon additives.

28.1 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. 3730.93 sqm 181.25

29 13.61 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :

29.1 13.61.1 Two or more coats on new work 1073.17 sqm 155.9

30 13.80 Providing and applying white cement based putty of average thickness 1 mm, of approved brand 4954 sqm 156.05

31 16.1 Preparation and consolidation of sub grade with power road roller of 8 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 sub grade and disposal of surplus earthwith lead upto 50 metres. 3200 sqm 218.9

32 16.2 Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). 17419.86 cum 24.85

33 16.43 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 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.

33.1 16.43.1 Cement concrete prepared with batch mixing machine 1840 cum 10529.35

34 16.45 Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) 4500 per cm depth per cm width per metre length 5.3

35 16.46 Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge.

35.1 16.46.1 Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. 7290 per cm depth per cm width per metre length 8.65

36 16.53 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) 571 metre 375.8

37 16.78 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer- in-Charge.

37.1 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 1232 cum 2784

38 16.79 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. 3522 cum 2914.3

39 16.80 Construction of dry lean cement concrete sub base over a prepared sub- grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. 800 cum 4148.65

40 18.12.6 Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required. 50 mm dia 60 Meter 741.57

41 18.12.8 Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required. 80mm dia 20 Meter 1013.57

42 19.4 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:

42.1 19.4.1 100x100 mm size P type

42.1.1 19.4.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 4 each 2707.65

43 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

43.1 19.6.4 300 mm dia. R.C.C. pipe 15 metre 994.3

44 19.35 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete

44.1 19.35.2 600 mm dia RCC pipes. 125 metre 3401.25

45 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.

45.1 23.1.1 All types of soil

46 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.

46.1 23.3.3 200 mm nominal size dia 57 metre 1113.35

47 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.

47.1 23.4.3 200 mm nominal size dia 12.4 metre 1255.7

48 23.5 Supplying, filling, spreading & leveling 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. 1.6 cum 1509.8

49 23.6 Supplying, filling, spreading & leveling 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. 0.7 cum 1538.25

50 23.7 Supplying, filling, spreading & leveling 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. 0.65 cum 1538.25

51 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:

52 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).

NON SCHEDULE ITEMS Based on CIVIL DSR 2023

A NSI 1 Providing and fixing channels for preparing panels of required size and then dewatering of the concrete with vaccum dewatering machine finishing with mechanical trowel with trimix matching (thickness of flooring 75 to 150 mm, along with cutting groove joints at appropriate spacing as per direction of engineer in charge (concrete and steel to be paid separately as per relevent item) 193 cum 610.75

B NSI 2 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; excluding pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in- charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth Concrete of M25 grade with minimum cement content of 330 kg /cum 2427.1 Cum 8902.4

C NSI 3 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; excluding pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in- charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth Concrete of M30 grade with minimum cement content of 350 kg /cum 1439 Cum 9044.45

Total of this Schedule

Central Warehousing Corporation (A Govt. of India Undertaking)

Construction of 2 nos. of High rise multipurpose godown of 81,893 sqft Capacity with internal roads, drains, electrification works, Ancillary Buildings etc. at Dausa, Jaipur

Schedule of Quantity

Schedule-II Items of General Civil works not scheduled in Civil DSR 2023 (Market Rate Items)

SN MR No. Description Qty Unit Rate Amount

1 MR-1 Excavating, supplying, and filling of local earth (including royalty) by mechanical means, transported from the source(s) located beyond 5 km , including loading, unloading, spreading in layers not exceeding 20 cm thickness, watering, and compacting each layer by manual/mechanical means say with vibratory rollers (for road /yard works) to achieve the required density (minimum 95% of modified Proctor density unless otherwise specified) in trenches, plinths, roads, yards, sides of foundations, or any other specified location, complete in all respects as per directions of the Engineer-in-Charge. The rate shall include: Cost of excavation at borrow area, Royalty, loading, and mechanical transport beyond 5 km with all lifts, leads (beyond 5 km), and stacking (as and when required) , spreading, watering, manual or mechanical ramming/ compaction , All tools, labour, taxes, and incidental charges. Lead measurement shall be verified based on location of borrow area and shortest route plan approved by Engineer in charge. 16150 cum 626.8000000000001

2 MR-2 Providing and spreading non-metallic, ready-to-use, factory-blended dry shake floor hardener conforming to IS 1237:2012 and of approved make, containing specially graded mineral aggregates, cement, and performance-enhancing additives, over freshly laid concrete surface by manual or mechanical means at the specified rate. The material shall be applied in two stages (broadcasting and trowelling) and thoroughly worked into the surface using mechanical trowels or hand floats to ensure full bonding with the base concrete. The minimum application rate shall be 4.5 kg/sqm for light to medium-duty floors and 6.0 kg/sqm for heavy-duty floors, unless otherwise specified in the technical specification of the contract or directed by Engineer in charge in writing. The item includes supply of material, surface preparation, application, finishing, curing, protection, and all labour, tools, equipment, and consumables required to complete the work in all respects as per manufacturer’s instructions and as directed by the Engineer-in-Charge. 52906 kg 15.9

Payment shall be made on the basis of the actual quantity of floor hardener consumed at site, as verified from manufacturer’s supply invoices and usage records. No extra payment shall be admissible if the manufacturer recommends a quantity higher than the specified minimum rate, unless approved in the technical specifications or instructed in writing by the Engineer-in-Charge.

3 MR-3 Providing and laying a single layer of low-density polyethylene (LDPE) sheet of 200 micron thickness (800 gauge), of approved quality and make, over the compacted sub-base as a moisture barrier below concrete flooring. The sheet shall be laid continuously with joints overlapped by a minimum of 150 mm in the longitudinal direction and 300 mm in the transverse direction, and the overlaps shall be sealed with adhesive tape or heat welded as per site conditions to ensure a continuous barrier. The sheet shall be free from tears, pinholes, or wrinkles and shall be protected from damage during concrete pouring operations. The item includes supply of LDPE sheet, joint treatment, laying, trimming, fixing, sealing of overlaps, labour, tools, and all materials required to complete the work in all respects as per manufacturer’s specifications and direction of the Engineer-in-Charge. 7610.88 sqm 54.2

4 MR-4 Providing and laying high-precision industrial concrete flooring using laser-guided screed technology for achieving surface tolerances conforming to FM2 classification of TR34 (4th Edition), including surface levelling and compaction using Somero S-158C Laser Screed (USA) or equivalent, laying in large panel construction with workable Ready Mix Concrete (RMC) of slump 140–150 mm at site. The concrete surface shall be compacted and finished using ride-on power trowels, bump cutters, and check rods to achieve the specified flatness and levelness. The work shall include supply and use of all necessary tools and equipment including beam screeds, steel L-angle formwork, imported hand tools, and specialised panel-forming systems. Immediately after finishing, initial curing shall be carried out by spraying water followed by the provision and laying of polyethylene curing sheets of minimum 125 micron thickness, placed with proper overlap and sealing, and maintained in position for a minimum period of 10 days. Scope includes conducting third-party FM2 tolerance verification survey using calibrated electronic floor profiler (Dipstick 2285 or equivalent), generating reports of flatness/levelness readings as per TR34 (4th Edition) requirements at 300 mm intervals. Reports to be submitted in soft and hard copy to Engineer-in-Charge. Rates Includes all agency charges, equipment, manpower, and coordination. Third-party floor profile survey shall be carried out by agency independent of the floor execution agency and shall be appointed only with approval of Engineer in charge. The item rates includes all labour, materials, equipment, machinery, consumables, tools, supervision, third party survey & quality testing and quality control required to complete the work in all respects, as per direction of the Engineer-in-Charge. 7610.88 sqm 257.5

Note: The laser screed concrete flooring work shall be carried out only by a specialised agency having a proven track record in executing FM2-grade industrial flooring works conforming to TR34 (4th Edition). The proposed flooring applicator shall have successfully executed a minimum of three similar FM2 or higher-grade flooring works using laser screed technology within the last five years, in warehouses or similar industrial sheds, with each project having a floor area not less than 50% of the area under the scope of this item. The contractor shall submit credentials of the proposed flooring agency including work orders, completion certificates, list of key equipment (such as Somero Laser Screed S-158C or equivalent, ride-on trowels, bump cutters, and Dipstick 2285 or equivalent profiler), skilled manpower, and manufacturer’s authorization or certification, if available. Appointment of the flooring agency shall be subject to the prior written approval of the Engineer-in-Charge. Any floor laid by an unapproved or technically unqualified agency shall be liable for rejection and shall be re-executed at the risk and cost of the contractor.

Note: Scope also includes Providing and executing a mock-up concrete floor panel (minimum 4 m × 4 m) using all specified materials (RMC, laser screed, dry shake hardener, densifier, curing, joints, fibers), to demonstrate finish quality, equipment, and methodology. Work to be approved by Engineer-in-Charge before proceeding with main work. NO payment shall be done in case of rejection.

5 MR-5 Providing and fixing diamond-shaped dowel plates of 6 mm thick mild steel, 100 mm × 100 mm in size, placed at 450 mm centre-to-centre spacing across construction joints to allow controlled movement and load transfer, including fabrication, accurate placement using dowel chairs or cages, and provision of PVC sleeves or de-bonding caps at one end to facilitate longitudinal movement. Dowel plates shall be installed precisely in the middle-third depth of the slab and aligned horizontally with ±2 mm tolerance. The non-bonded (free) end shall be provided with PVC sleeve or de-bonding compound to ensure unrestrained longitudinal movement during contraction/expansion. All dowel setting fixtures shall be removed only after concrete has achieved initial set, and joint opening must be preserved as per specification. Scope of The work includes cutting and fixing in proper alignment as per approved joint drawings, ensuring level and parallel positioning to avoid joint locking or edge damage, and all tools, labour, materials, welding/tack work (if required), handling, and installation complete as per manufacturer’s guidelines and instructions of Engineer-in-Charge. 1212 No. 214.55

6 MR-6 Providing and sealing control and construction joints in industrial concrete flooring after Cutting such joints in concrete slab using diamond blade saw to required depth and width (typically 5 mm wide × 40–50 mm deep or as given in engineering drawings), cleaning the groove with air compressor, and disposal of slurry and debris, complete as per industry best practices and filling the top 10 mm of the groove with polyurethane (PU) based elastic sealant of Shore A Hardness 28–45, conforming to ASTM C920 / ISO 11600, such as DCP / BASF MasterFlex 474 / Sika / Fosroc or equivalent, as approved by the Engineer-in-Charge. The lower portion of the joint shall be filled with a compressible closed-cell polyethylene backer rod of suitable diameter to ensure correct joint geometry and prevent three-sided adhesion. The item includes groove cutting, surface preparation, backer rod installation, sealant filling, masking, finishing, removal of excess material, tools, equipment, cleaning, protection, and disposal of waste, complete in all respects as per manufacturer’s specifications and directions of the Engineer-in-Charge. 4671 rmt 173.05

Note: All joints shall be cut to the width and depth specified in approved flooring drawings. Sealant application shall be done only after joints are completely dry and free from laitance, oil, dust, or moisture. PU sealant shall be installed by trained applicators using appropriate manual or pneumatic gun systems. Primer (if required by manufacturer) shall be applied prior to sealant installation. Any failed, bubbled, or debonded sealant shall be removed and re-applied at the contractor’s risk and cost.

7 MR-7 Providing and fixing isolation joints at wall–slab and column–slab interfaces by supplying and placing 10 mm thick closed-cell compressible filler board (for walls) and 20 mm thick board (for columns), of approved make and material, to act as a separation barrier between the concrete floor slab and adjacent vertical elements. The work includes cutting and cleaning of the top 10 mm of the joint after curing, followed by filling with polysulphide-based elastomeric joint sealant of Shore A hardness 15–20, conforming to BS 4254 / ASTM C920, such as Sika / Fosroc or equivalent, all complete as per manufacturer’s specifications and as directed by the Engineer-in-Charge. The item includes all labour, equipment, surface preparation, masking, sealant application using manual or pneumatic gun, finishing, removal of masking, cleaning, and protection until acceptance. 645.11 metre 179.95000000000002

Note: Isolation joint filler shall be placed firmly against the structural face prior to floor concreting. Sealant shall be installed only after full curing of the slab, using compatible primer where recommended by the manufacturer. All joint surfaces shall be free of laitance, dust, and moisture. Polysulphide sealant shall be applied in a uniform, bubble-free manner with neat finishing and proper tooling to ensure complete sealing and long-term flexibility. Any rejected or debonded portion shall be re-executed at the contractor’s cost.

8 MR-8 Providing and applying floor hardening, densification, dustproofing, abrasion resistance and burnishing treatment over concrete flooring using lithium silicate-based densifier conforming to ASTM C779/C779M and ASTM C805, including surface cleaning, drying and preparation to remove laitance, application of minimum two to three coats of ready-to-use densifier such as Euco Diamond Hard (Euclid Chemical, USA) / Densi Hard / MasterHard / Lizo-C / Concast Densi Hard / CureHard 24 (Sika) or equivalent, as per manufacturer’s technical guidelines and directions of the Engineer-in-Charge. The work shall include polishing of the floor using approved diamond polishing grits in sequential order — starting from 60 or 100 grit (depending on surface), followed by 200, 400, 800, 1500 and final polishing using 3000 grit diamond pads — to achieve a smooth, semi-glossy finish as specified. All labour, tools, materials, equipment, supervision, cleaning, protection, and testing required for completion of the work shall be deemed to be included in the item. Densifier shall be lithium silicate-based of approved make such as MYK / Tremco / AmeriPolish / Pidilite or equivalent. 7610.88 sqm 256

NOTE: The application of the floor densifier and polishing system shall be carried out only by a specialist agency having proven expertise in executing industrial-grade floor densification works using lithium silicate-based chemicals and diamond polishing systems, specifically for FM2-grade or equivalent warehouse flooring. The contractor shall submit credentials of the proposed applicator including details of similar completed works, equipment proposed (e.g., planetary grinders, auto-scrubbers, etc.), trained manpower, and authorization or certification from the densifier manufacturer. The agency shall be appointed only after approval of the Engineer-in-Charge. Any application done by unapproved or under-qualified agencies shall be liable for rejection at the contractor’s risk and cost. All workmanship shall conform to the latest manufacturer’s application guidelines and be subject to quality checks and finish inspection prior to acceptance.

9 MR-9 Providing, fabricating, supplying, and fixing of high-performance factory-finished motorised rolling shutter of approved make (Hörmann/Gandhi Automation/Avians/Technocrat or equivalent), suitable for industrial use at warehouse loading bays, having clear opening size of 3.0 m width × 3.5 m height, fabricated from pre-galvanised steel slats (GI coating ≥120 GSM) of minimum 0.91 mm total coated thickness (TCT), cold rolled and roll-formed to double-wall interlocking profile design, powder coated with oven-baked polyester coating of minimum 60 microns in RAL 9002 or equivalent shade, ensuring corrosion resistance and long-term performance. The shutter shall be integrated with high-performance tubular motorized drive unit of capacity not less than 300 Nm, complete with electric limit switches, push-button control, and emergency manual override system (hand chain or crank). The system shall include shutter coil cover hood, vertical side guides, wind locks (for height >3.0 m), bottom safety edge with EPDM rubber sealing strip of minimum 5 mm thickness (UV-resistant and continuous across full width), shutter anchorage frame, and all necessary fasteners and supports to ensure secure, smooth and watertight operation. All components including motor, gearbox, slats, guides, control panel, and accessories shall carry a minimum 1-year manufacturer's product warranty. The motor control panel shall be IP55/IP65 rated, and suitable for heavy-duty use in industrial environments. Rates includes all side guides, motor, coil hood, or bottom seal and complete system except structure steel supports in walls which shall be payable extra. 373 sqm 10620

Note: The shutter shall be supplied with a factory-installed EPDM rubber bottom sealing strip, securely fixed inside the shutter’s bottom rail, to ensure full sealing between the shutter and floor when closed. This seal must be continuous, UV-resistant, flexible, and replaceable. 70% of item rate shall be released after satisfactory supply and stacking of all components in CW campus, along with submission of Third-Party Lab Test Reports, Manufacturer's Test Certificates (for GI coil and powder coating), and Indemnity Bond. Balance 30% shall be paid after successful installation, alignment, testing and commissioning of shutter system as per directions of Engineer-in-Charge.

10 MR-10 Providing and fixing factory-assembled hydraulic dock leveller of size 2000 mm (width) × 3000 mm (length) with hinged lip of minimum 405+/-5 mm, suitable for installation in warehouse platform, conforming to EN 1398 safety standards and capable of withstanding dynamic point load of 6 tonnes applied on a single axle of forklift (two wheel prints of 150 mm × 150 mm at 1 m spacing) or a uniformly distributed load of 15 tonnes. The leveller shall consist of a platform made of anti-slip steel deck supported by structural steel members and equipped with a hinged lip, operated hydraulically through a double-acting hydraulic cylinder system powered by an integrated hydraulic power pack. The unit shall include an IP65-rated operator control panel with Push-button type panel with “Raise” and “Lip Extend” operations, Emergency Stop operation for lifting and automatic lip extension and retraction. The equipment shall be supplied with a minimum of two heavy-duty rubber dock bumpers of size 150 mm (width) × 80 mm (depth) × 400 mm (height) including steel backing supports, toe-guard safety skirts, emergency stop mechanism, hose burst protection valves, and maintenance locking props, all conforming to EN 1398 safety requirements. The dock leveller shall be suitable for operating temperatures ranging from –10°C to +50°C and shall be CE-marked and certified under ISO 9001, ISO 14001, and ISO 45001. Item includes complete supply, installation, testing and commissioning with all accessories, civil interfaces, fasteners, fixtures, operator manual, test certificates, drawings and as-built documentation, etc., complete in all respects as per manufacturer’s specifications and directions of Engineer-in-Charge. Civil works (pit) drawings shall be supplied by manufacturer and works to be finsihed under their supervision /control for smooth installation of machine. The rate includes 1 year warranty and dfect liability on the equipments / wiring /panel supplied and installed. (Make: Shakti Hormann / Gandhi Automation or equivalent) 6 each 256091

Note : 70% of the quoted item rate may be relased upon claim by contractor after satisfactory supply and stacking of the Dock leveller at the Central Warehouse (CW) campus, as per the instructions of the Engineer-in-Charge, and upon submission of: (a) NABL approved Third-party laboratory test reports, (b) Manufacturer's test certificates (MTCs) , and ( c) An indemnity bond from the contractor affirming material quality and conformance to specifications. The balance 30% payment shall be released after satisfactory installationof dock levellers including, as per the approved drawings and to the satisfaction of the Engineer-in-Charge.

11 MR-11 Providing and fixing heavy-duty solid moulded rubber dock bumpers/fenders of size not less than 450 mm (length) × 250 mm (height) × 100 mm (thickness), manufactured from a high-grade blend of natural and synthetic rubber, vulcanized under high pressure to ensure resistance against deformation, ozone, UV radiation, oil, and weathering. The bumpers shall have a minimum Shore A hardness of 70 ± 5 and tensile strength of at least 10 MPa, confirming to relevant ASTM standards. Each bumper shall be factory-moulded with smooth chamfered or rounded edges, pre-formed countersunk holes or metal inserts for anchoring, and free from air pockets or surface defects. The minimum weight of each bumper shall not be less than 10 kg. The bumpers shall be installed on the dock face, walls, or other vulnerable locations to protect structural elements and fire-fighting pipelines from impact damage by heavy vehicles, trailers, or forklifts. Each unit shall be fixed using a minimum of two hot-dip galvanized steel anchor fasteners of 16 mm diameter and 150 mm embedment length (Hilti/HIL/HFS or equivalent), complete with galvanized washers and protective end caps. All fasteners shall be torque-tightened and installed with minimum 100 mm edge distance from concrete edges. Bumpers shall be installed at a minimum 50 mm clear height above floor level to avoid water stagnation at base. The item includes supply, loading, transportation to site, surface preparation of fixing location, drilling, fixing of anchor fasteners, positioning of bumper as per approved shop drawings and manufacturer's guidelines, testing of anchorage, and final handing over in working condition. The product shall be sourced from a reputed OEM such as Durocrete, Tirupati Rubbers, ATS ELGI, or equivalent, having a proven track record in heavy-duty warehouse applications. All work shall be carried out as per the instructions of the Engineer-in-Charge. 105 each 2058.21

12 MR-12 Providing and fixing heavy-duty steel bollards of circular hollow section (CHS) 100 mm outer diameter, 5 mm wall thickness, and 1200 mm height (900 mm above FFL and 300 mm embedded in PCC 1:2:4 block of size 400×400×400 mm) for protection of fire hydrants, electric panels, dock corners, and other critical infrastructure. Bollard shall be fabricated from MS steel tube (IS 1161/1239) and hot-dip galvanized to 80 microns, then coated with synthetic enamel paint in yellow with black reflective bands. Bollards shall be sealed at the top with welded steel cap and base shall be grouted firmly in RCC block with anti-rust epoxy primer on embedment zone. The item includes excavation, concrete, supply, fixing, and finishing complete in all respects as per direction of Engineer-in-Charge. 16 Each 3556.0658457299996

13 MR -13 Providing and fixing standardized reflective signage boards of size 600 mm × 900 mm or as approved, made from retro-reflective sheeting (Type-IV HIP grade, ASTM D4956) laminated on 3 mm thick ACP or GI sheet, including GI frame, supports, and hot-dip galvanized MS pole of 50 mm dia with suitable foundation in PCC 1:2:4 (size 400×400×600 mm). Signage text, graphics, and pictograms shall be screen printed or digitally printed using UV-resistant ink as per warehouse traffic and safety layout, such as “No Parking,” “Speed Limit,” “Forklift Crossing,” “Fire Exit,” “Assembly Point” etc. The work includes layout, design, fabrication, installation and lettering as per direction of Engineer-in-Charge. 8 Each 5105.416422955001

14 MR-14 Providing and fixing pre-moulded heavy-duty interlocking rubber speed breakers of approved make, minimum 350 mm wide × 50 mm high × 500 mm long modular sections, manufactured from recycled rubber with reflective yellow and black chevron pattern, including end caps, anchor fasteners (minimum 10 mm dia × 100 mm long) and sealing with cold bitumen where required. Speed breakers shall be fixed over RCC/Bituminous surface at location approved by Engineer-in-Charge. The item includes all labour, material, tools, transportation, and fixing complete. 40 Each 2629.43169215

15 MR-15 Providing and fixing heavy-duty polycarbonate-based road studs (cat eyes) of size not less than 100 mm × 100 mm × 20 mm, fitted with two-way acrylic prismatic reflectors and body made of tough plastic/polycarbonate of impact resistance not less than 16 ton, confirming to ASTM D4280 and EN 1463. Reflectors shall be fixed to concrete/paved surfaces using epoxy resin-based adhesive and stainless steel anchor pins as per manufacturer’s recommendation. The item includes cleaning of surface, alignment, adhesive application and fixing complete as per direction of Engineer-in-Charge. 70 Each 286.337428545

Approved Makes (for signage/speed breakers/reflectors): Sintex, Avery Dennison, Dark Eye, 3M, Frontier Polymers, or equivalent.

16 MR-16 Supplying,filling,spreading & levelling over burnt (jhama)brick aggregate of size range 120mm to 40mm,in main tank,in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 17.24 Sqm 887.3000000000001

17 MR-17 Supplying & fixing portable fire extinguishers of approved I.S.I. mark each of respective capacity capacity on the existing godown wall as per instruction of Engineer-in-charge.

A Water/ Carbon dioxide gas pressure type fire extinguishers. Capacity 6 litre as per 15683-2006 11 each 6567

B Mechanical type fire extinguishers foam type 9 ltrs.capacity as per I.S. 15683-2006 11 each 3587

C Dry chemical powder type fire extinguishers: Capacity 10 Kg. as per I.S. 15683-2006 11 each 3660

18 MR -18 Preparation of GIS/Topographic map using Digital Terrain Model(DTM) including submission of data regarding (1) total site /land area with calculation and analysis, (2) height of ground, Surface analysis & Contouring, (3) Position of various Engineering Infrastructure with its design, (4) earth cutting and filling estimation with respect to various benchmark, (5) volumetric information AS PER SCOPE /DELIVERABLES STIPULATED IN cl 10 (important notes) under TECHNICAL CONDITIONS OF CONTRACT and as per direction of Engineer-in-charge 1 Job

Central Warehousing Corporation (A Govt. of India Undertaking)

Construction of 2 nos. of High rise multipurpose godown of 81,893 sqft Capacity with internal roads, drains, electrification works, Ancillary Buildings etc. at Dausa, Jaipur

Schedule of Quantity

Schedule-III Items of General PEB works not scheduled in Civil DSR 2023

SN MR No. Description Qty Unit Rate Amount Ref

1 PEB-1 Providing and fixing at all height, on warehouse roof structure, pre-painted ZINCALUME/GALVALUME roof sheet (Make : Tata Bluescope Steel/ JSW Radiance) profiled roofing sheets of approved profile and colour (as per approved RAL), with minimum five major ribs having rib height between 28–32 mm and rib pitch between 180–220 mm, with subtle square fluting in the pan, and anti-capillary groove along return leg on end rib, fixed with self-drilling fasteners including EPDM washers, necessary overlaps, flashing, accessories, complete in all respects as per direction of Engineer-in-Charge Coil Specifications - The base steel of sheet material shall be 0.52 mm Base Metal Minimum Thickness (BMT) substrate and 0.6 mm minimum Total Painted Thickness (TPT), coated with hot-dipped Aluminium Zinc alloy coating AZ150 (i.e. minimum of 150 g per Sqm Al-Zn alloy coating mass total on both sides) having yield strength of 550MPa conforms to IS15961 and factory painted and oven baked with total 35 micron paint DFT conforms to IS15965- Durability class 3. On exposed surface of the sheet shall be having minimum 20-micron DFT of HDCS (based on Super Durable Polyster paint system )exterior quality paint system (free from Lead and heavy metals) over minimum 5-micron DFT corrosion inhibitive polyester primer and on reverse side of sheet shall have 5-micron DFT polyester coat over 5-micron corrosion inhibitive polyester primer. The paint system shall be Super Durable Polyster equivalent for durability class 3 (Category C3) or above as per IS 15965.

The roof’s product should be dust proof and GRIHA or IGBC GreenPro certified Product. The steel manufacturer shall provide an Environmental Product Declaration (EPD) to the Central Warehousing Corporation, ensuring transparency in the material's environmental impact. The coated steel finish shall be free from defects and shall provide branding on back side with product details such as thickness, grade, coating mass, date, mfg. name and CWC.

The steel manufacturers test certificate for the chemical and mechanical properties of steel must be approved by the concerned engineer authorised by Engineer-in-charge prior to installation. Material Warranty: Manufacturer through Contractor shall provide a written warranty for 20 yrs against perforation of metal roof panels due to corrosion under normal weather and atmospheric conditions and 12 yrs exterior paint film warranty against film cracking, peeling and color fading for roof and wall panels from coated steel supplier. The color panels shall not fade (Delta E) more than 6 in light color, not more than 9 in intermediate colors and not more than 12 in dark color, confirms to IS 15965:2012. Warranty shall be signed by both the metal roof system manufacturer and the contractor. Weather tightness warranty: Contractor shall provide a written weathertightness warranty for a minimum of 3 years against leaks in roof panels, arising out of or caused by ordinary wear,C3 environment and tear under C3 environment weather and atmospheric conditions. All coil batches used shall be traceable through mill test certificates, and coil IDs should be stamped and submitted with delivery challan /MTC/Invoice at site

Note : 50% of the quoted item rate may be relased upon claim by contractor after satisfactory supply and stacking of the sheeting material at the Central Warehouse (CW) campus, as per the instructions of the Engineer-in-Charge, and upon submission of: (a) NABL approved Third-party laboratory test reports, (b) Manufacturer's test certificates (MTCs) , and ( c) An indemnity bond from the contractor affirming material quality and conformance to specifications. The balance 50% payment shall be released after satisfactory installation/erection of the sheeting, including all flashings, closures, and accessories, as per the approved drawings and to the satisfaction of the Engineer-in-Charge.

1.1 (a) Roofing sheets over warehoue roof and platform canopy (RAL 9002 ) 1978.89 sqm 972.2

1.2000000000000002 (b) Cladding Sheets over outer wall & Partition works (RAL 9007). See technical specifications for special instructions for cladding works. 5549.78 sqm 972.2

2 PEB -2 Providing and fixing factory-finished single-skin standing seam roofing system using pre-painted ZINCALUME/GALVALUME steel sheet of , with concealed fastening using high-strength ST clips (snap-on type) to ensure a seamless appearance and water-tight installation. The sheeting shall be in RAL 9002 colour or as approved by the Engineer-in-Charge, of approved make (Tata Bluescope / JSW Radiance or equivalent), laid over steel purlins without any exposed fasteners. Sheets shall have anti-capillary grooves and return legs at end ribs, and subtle square fluting in pan. Installation shall be carried out using factory-supplied ST concealed clips, securely fastened to the steel structure using stainless steel fasteners. Sheet seaming shall be done using manufacturer-recommended seam closing tools to ensure thermal movement, air-tight sealing, and watertight finish without sheet perforation. All overlaps, joints, and terminations shall be treated with compatible sealants and accessories. Coil Specifications - The base steel of sheet material shall be 0.52 mm Base Metal Minimum Thickness (BMT) substrate and 0.6 mm minimum Total Painted Thickness (TPT), coated with hot-dipped Aluminium Zinc alloy coating AZ150 (i.e. minimum of 150 g per Sqm Al-Zn alloy coating mass total on both sides) having yield strength of 350MPa conforms to IS15961 and factory painted and oven baked with total 35 micron paint DFT conforms to IS15965- Durability class 3. On exposed surface of the sheet shall be having minimum 20-micron DFT of HDCS (based on Super Durable Polyster paint system )exterior quality paint system (free from Lead and heavy metals) over minimum 5-micron DFT corrosion inhibitive polyester primer and on reverse side of sheet shall have 5-micron DFT polyester coat over 5-micron corrosion inhibitive polyester primer. The paint system shall be Super Durable Polyster equivalent for durability class 3 (Category C3) or above as per IS 15965. 7635.75 sqm 1028

The roof’s product should be dust proof and GRIHA or IGBC GreenPro certified Product. The steel manufacturer shall provide an Environmental Product Declaration (EPD) to the Central Warehousing Corporation, ensuring transparency in the material's environmental impact. The coated steel finish shall be free from defects and shall provide branding on back side with product details such as thickness, grade, coating mass, date, mfg. name and CWC.

The steel manufacturers test certificate for the chemical and mechanical properties of steel must be approved by the concerned engineer authorised by Engineer-in-charge prior to installation. Material Warranty: Manufacturer through Contractor shall provide a written warranty for 20 yrs against perforation of metal roof panels due to corrosion under normal weather and atmospheric conditions and 12 yrs exterior paint film warranty against film cracking, peeling and color fading for roof and wall panels from coated steel supplier. The color panels shall not fade (Delta E) more than 6 in light color, not more than 9 in intermediate colors and not more than 12 in dark color, confirms to IS 15965:2012. Warranty shall be signed by both the metal roof system manufacturer and the contractor. Weather tightness warranty: Contractor shall provide a written weathertightness warranty for a minimum of 3 years against leaks in roof panels, arising out of or caused by ordinary wear,C3 environment and tear under C3 environment weather and atmospheric conditions

Note : 50% of the quoted item rate may be relased upon claim by contractor after satisfactory supply and stacking of the sheeting material at the Central Warehouse (CW) campus, as per the instructions of the Engineer-in-Charge, and upon submission of: (a) NABL approved Third-party laboratory test reports, (b) Manufacturer's test certificates (MTCs) , and ( c) An indemnity bond from the contractor affirming material quality and conformance to specifications. The balance 50% payment shall be released after satisfactory installation/erection of the sheeting, including all flashings, closures, and accessories, as per the approved drawings and to the satisfaction of the Engineer-in-Charge.

3 PEB 3 Providing and fixing factory-formed colour coated Galvalume ridge profile in cover width ranging from 900 mm to 1200 mm as per approved drawing of approved make (Tata Bluescope Colorbond / JSW Radiance or equivalent) in matching profile and colour to roof sheeting, made from precoated coil of base metal thickness not less than that of the roof sheet, aluminium-zinc alloy coating of AZ150 (minimum 150 g/m² total), minimum yield strength 550 MPa, and factory-applied Super Durable Polyester paint coating system of total DFT not less than 35 microns, including supply and fixing of UV-resistant foam filler blocks or equivalent profile-matched accessories to seal the gap between ridge and roof sheet, with all necessary self-drilling fasteners, EPDM washers, sealants, and overlaps to ensure a watertight joint, complete in all respects as per manufacturer’s specification and as directed by the Engineer-in-Charge. 227.87 metre 619.7

4 PEB -4 Providing and fixing colour coated Galvalume flashings, corner trims, barge boards, verge covers and other sheeting accessories of approved make (Tata Bluescope Colorbond / JSW Radiance or equivalent) fabricated from precoated coils of base metal thickness not less than that of the adjoining sheeting, with aluminium-zinc alloy coating of AZ150, minimum yield strength 550 MPa and paint system with total DFT not less than 35 microns in matching colour to the cladding/roofing system, including making proper overlaps, fixing with self-drilling fasteners and EPDM washers, application of sealants, cutting to required shapes and lengths, and finishing edges with appropriate closures to ensure dustproof and watertight construction, complete all as per manufacturer’s specifications and as directed by the Engineer-in-Charge.

4.1 A in sizes Upto 300mm 2418.56 metre 317.05

4.199999999999999 B in sizes more than 300mm but upto 600mm 1771.42 metre 602.1

5 PEB -5B Providing and fixing factory-formed translucent polycarbonate skylight sheets of minimum 2.0 mm thickness, co-extruded UV-resistant, of approved make (e.g., Sabic, Lexan, Tuflite, Danpalon, or equivalent), thermo-formed to match the exact profile and seam height of standing seam metal roofing , for integration as skylight panels. The polycarbonate sheets shall be high-impact resistant, fire-retardant (Class B-s1, d0 or equivalent), having a minimum light transmission of 50–60% and designed to match thermal movement characteristics of metal roof sheeting. The skylight sheets shall be supplied in factory-cut lengths as per layout and fixed using the original standing seam clip mechanism or manufacturer-supplied concealed fasteners, without any through-fixing or perforation of the sheet, and with watertight sealing. The joints and end laps shall be sealed using compatible sealants or tapes as per manufacturer guidelines. All accessories including clips, sealing strips, joint tapes, fasteners (if any), and edge trims shall be included in the rate.The item includes supply, hoisting, alignment, cutting to shape, joint sealing, and complete installation as per manufacturer’s specifications and to the satisfaction of the Engineer-in-Charge. Note: Skylight sheet material shall be compatible with adjacent metal sheet in terms of thermal expansion and fixation system. These sheets shall be thermo-profiled by original roofing sheet manufacturer or approved partner to ensure seamless fit and no leakage and Maximum unsupported span should not to exceed manufacturer’s recommended limit (typically 1.2–1.5 m); else support purlins shall be added. 10-year UV and weathering warranty to be provided by manufacturer. 236 sqm 1742.95

Roof truss and PEB System

6 PEB -6 Providing, supplying, fabricating, surface treating, painting, transporting, and erecting complete pre-engineered steel building (PEB) system comprising primary and secondary structural framing, using high tensile structural steel conforming to IS 2062:2011, Grade E350 for built-up sections and plates, and cold-formed members from steel conforming to YST-310/YST-250 as applicable, including all portal columns, rafters, beams, girders, jack beams, bracings, purlins, sheet runners, sag rods, tubular bracing, canopy framing, door/louver framing, platform guard rails, access ladders, platform ladders, roof or mezzanine access assemblies, and necessary supports fabricated from the same structural steel, anchor bolts (Grade 4.6), high-strength bolts (Grade 8.8), nuts, washers, stiffeners, base plates, splice plates, end plates and all required accessories complete in all respect and direction of Engineer-in-Charge, including fixing and erection complete at site as per approved design, detailed fabrication drawings, technical specifications and as directed by the Engineer-in-Charge. All anchor bolts shall be hot-dip galvanized. Connecting bolts of Grade 8.8 shall be coated with zinc flake coating (e.g., Dacromet/Geomet or equivalent) or as approved 350228 kg 127.05000000000001 44496467.4

Cold-formed Z/C purlins and side runners shall be roll-formed from structural quality steel confirming to IS 811 or IS 801, with a minimum yield strength of 310 MPa, and shall have uniform cross-section throughout the length, free from warping, distortion, and sharp edges. Purlins shall be supplied in specified sizes (typically 150–250 mm web depth, flange width 50–75 mm, lip 15–25 mm) and thickness not less than 1.6 mm unless specified otherwise in the structural drawings. Purlins shall be shop-cut to length with notches, holes, cleats, and all required pre-punching done at manufacturer’s facility for bolted connections. All purlins shall be factory finished with a coat of epoxy zinc phosphate/chromate primer (DFT not less than 40 microns) or hot-dip galvanized with zinc coating not less than 275 g/m², as specified. Erection shall include alignment, fixing using cleats, brackets, bolts, washers, and other accessories as per approved drawings and manufacturer's details.

All structural steel members shall be fabricated in a controlled workshop environment using CNC plasma cutting, MIG/Submerged Arc welding processes, and shop-assembled for trial before dispatch. Fabricated members shall be shot-blasted to SA 2.5 surface finish as per ISO 8501-1 and given one coat of approved epoxy zinc phosphate/zinc chromate primer (DFT not less than 40 microns) followed by two coats of epoxy-based polyurethane paint in approved RAL shade (e.g., RAL 7024), with total dry film thickness (DFT) not less than 120 microns unless otherwise specified. Painting to conform to IS 1477 Part 2 and manufacturer’s datasheet. All structural steel materials must be accompanied by manufacturer’s test certificates (MTCs) for physical and chemical properties, to be submitted to Engineer-in-Charge prior to fabrication. Third-party lab tests, if ordered by CWC, shall be at contractor’s cost. All erection shall be done using cranes, proper rigging equipment, plumb alignment and bolting to achieve structural integrity. No site cutting or welding shall be permitted unless approved in writing. Holding-down bolts and templates shall be supplied and fixed prior to concreting of foundations as per foundation layout drawings.

The scope shall include submission of fabrication/shop drawings and erection plans by the contractor for approval of the Engineer-in-Charge before commencement of work. Only approved drawings shall be used for cutting and fabrication.Contractor shall submit fabrication drawings for review within mentioned timeline. Approval of fabrication drawings by CWC is mandatory prior to any cutting/fabrication at workshop Measurement & Payment: Payment shall be made on the basis of weight (in Kg) of completed and erected structural steel, computed from standard unit weights as per relevant IS codes or actual physical weight determined as per standard procedures — whichever is less. Weight shall exclude that of welding material, paint, shop primer, erection bolts, field wastage, packing, and other incidental components.

Special Note: 70% of the quoted item rate may be released upon claim by contractor after satisfactory supply of fully fabricated, surface-treated, and painted PEB structural members, and stacking of materials at the Central Warehouse (CW) campus, as per instructions of the Engineer-in-Charge, and upon submission of the following: (1) NABL approved Third-party laboratory test reports, (2) Manufacturer’s Test Certificates (MTCs), and (3) An Indemnity Bond affirming conformity of materials and workmanship to the approved specifications and drawings. The balance 20% payment shall be released after satisfactory erection of the PEB structure, including all primary and secondary members, connections, bolts, bracings, and fixtures, duly verified and certified by the Engineer-in-Charge. The balance 10 % payment shall be released upon final commissioning including final finishing / recoat as per requirement . All painted surfaces shall receive final touch-up coats and/or site recoating wherever damaged during transportation or erection, using matching approved epoxy paints, to achieve a uniform and aesthetically pleasing finish across all exposed surfaces, to the satisfaction of the Engineer-in-Charge.

7 PEB -7 Providing and fixing colour coated Galvalume rainwater downspout pipes of approved make (Tata Bluescope Colorbond / JSW Radiance or equivalent), with a minimum girth of 460 mm, fabricated in square or rectangular cross-section to match the profile and colour of the cladding sheet, made from material of base metal thickness not less than that of the cladding sheet, with aluminium-zinc alloy coating of AZ150 (minimum 150 g/m² total) and paint coating system with total DFT not less than 35 microns. The downspouts shall be fabricated and installed with properly executed longitudinal seams using techniques such as welding, mechanical seaming, or crimping to ensure structural integrity and leak-proof performance. Sections shall be joined with splice joints secured using stainless steel pop rivets and sealed with weather-resistant silicone sealant. The downspouts shall be securely fixed to the wall surface using 2 mm thick pre-galvanized U-shaped GI straps at intervals not exceeding 1.5 m centre-to-centre, including all necessary fasteners, anchors, and accessories, complete in all respects as per approved shop drawings and as directed by the Engineer-in-Charge. 1080 metre 650.6

8 PEB - 8 Providing and fixing 300 mm × 200 mm GI eaves gutter system, fabricated from minimum 2.0 mm GI sheet, along PEB roof eaves for storm-water drainage, including 2.0 mm thick FRP lining on inside surface for corrosion protection, supported on MS brackets (50×50×5 mm) fixed at maximum 1.2 m c/c, with necessary downpipe connections at every 8–9 m or as per bay width, including fixing using bolts and nuts / self-drilling screws, provision of 40×6 mm MS flat safety/caddle strip over gutter lip and joint sealing using EPDM gaskets and sealants, complete with functional testing, all labour, tools, materials, design and incidental works, as per specification and direction of Engineer-in-Charge. 455.74 RM 2807.6000000000004

9 PEB -9 Providing and fixing factory-fabricated fixed S-type louver system of total depth 100 mm, fabricated from pre-painted Galvalume steel sheet (PPGL) of total coated thickness (TCT) 0.50 mm, with AZ150 aluminium-zinc coating (150 g/m² total both sides) and colour finish in RAL 2000 (Orange) or as directed by Engineer-in-Charge. The louvers shall be made from colour-coated steel sheets of approved make (TATA Bluescope / JSW Radiance or equivalent), and formed into aerodynamic S-profile blades mounted at uniform spacing inside a louver frame. Each louver panel shall be of standard size 600 mm height (or as per approved drawing) and factory-assembled to maintain structural alignment and water resistance. The louver opening shall be provided with a birdscreen fabricated from Stainless Steel 304 welded wire mesh of aperture size 12.7 mm × 1.1 mm (wire diameter), securely fixed on the rear side of the louver frame with concealed fasteners or rivets. The entire frame of the louver shall be fabricated from the same PPGL sheet as that of the blades and fixed to the cladding/structural wall using self-drilling stainless steel screws with EPDM washers at required intervals, complete with silicone sealing around periphery to ensure weather-tightness. The item includes all materials, fabrication, transportation, lifting, scaffolding, fixing, anchoring, cutting to fit around columns or wall contours, rivets, sealants, labour, and all incidental works complete, as per approved technical specifications and as directed by the Engineer-in-Charge. 331.8 sqm 2630.1000000000004

10 PEB -10 Providing and fixing factory-laminated crosslinked polyethylene (XLPE) foam thermal insulation sheet, of minimum thickness 9 mm and minimum density 28 kg/m³, laminated on both sides with reinforced aluminum or metallized foil facing, suitable for use below roof sheeting or wall cladding for thermal insulation. The insulation material shall be physically or chemically crosslinked and conform to Class 0 fire performance as per BS 476 Part 6 & 7 with fire propagation index less than 5.5, and shall meet ASTM E-84 requirements with flame spread/smoke development ratings of less than 25/50. The thermal conductivity (K-value) of the insulation shall not exceed 0.032 W/m·K at 23°C, and the material shall have a minimum water vapour resistance factor (μ) of 14,000, ensuring high moisture resistance. It shall be anti-microbial and anti-fungal as per ASTM G21 and ASTM E2180 standards. The product must be free from CFC and HCFC compounds, and environmentally safe for industrial and warehouse applications. Each roll shall have overlapping flange edges for sealing of longitudinal joints. The insulation shall be fixed using mechanical fasteners such as screws with rawl plugs and washers, and secured with crisscrossed galvanized steel (GI) wires running between purlins or wall supports. All joints, overlaps and punctures shall be sealed with aluminium foil tape or self-adhesive XLPE strips to ensure an airtight and continuous insulation envelope. The work shall include supply, handling, cutting, shaping, fixing, sealing and installation of the insulation complete in all respects as per the manufacturer's installation guidelines and to the satisfaction of the Engineer-in-Charge. 12414.29 sqm 221.5

11 PEB-11 Supply, Installation, Testing, Commissioning, of Fire fighting Modular Tank of Zincalume – Make(Tata Blue Scope/JSW radiance) wall thickness shall be of 0.75mm BMT (0.8mm TCT) to 3.45mm BMT (3.6mm TCT), minimum Yield Strength shall be 300 Mpa of Zincalume/Galvalume steel of 55% Al, 43.4% Zn and 1.6% Si alloy composition The surface of Zincalume/Galvalume steel shall have double layer of surface protection of specially formulated water based clear acrylic resin, factory roller-coated and oven cured over the special passivation layer, helps to protect surface from oxidation (Anti- darkening property) and shall have BIEC technology, complying to IS15961/ AS1397. It shall be CII IGBC Green Pro eco labelled and GRIHA certified and shall submit the EPD certificate, PVC Liner designed and manufactured and shall comply to AS/NZS 4020 (Appendix A) of 2005 and ANSI/NSF 61 - 2008, Section 5 Certificates of compliance to above standards shall be furnished by the manufacturer of the tanks Zincalume/Galvalume tank should have minimum 0.6mm liner (or as per design requirement) with Minimum Warp - 40 Kg & weft - 45 Kg (or as per design requirement). Linear should be of Reinforced PVC with 650gsm to 900gsm (as per design requirement),Roof-mounted air ventilator (whirlybird), TankLevel Indicator, Inside and Outside Ladder for maintenance, Required no of nozzels Acc. To the Req. Inlet, Outlet, Drainage, Overflow and tank should be as per Norms of NBC-2016.

Capacity : 150000 litres 1 Nos 822342

Central Warehousing Corporation (A Govt. of India Undertaking)

Construction of 2 nos. of High rise multipurpose godown of 81,893 sqft Capacity with internal roads, drains, electrification works, Ancillary Buildings etc. at Dausa, Jaipur

Schedule of Quantity

Schedule-IV Items of General Electrical works Scheduled in E&M DSR 2025 and Items directly driven from DSR E &M 2025

Sr. No. DSR no. Description of Items Qty. Unit Rate Amount

1 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/reccesed steel/PVC conduit as required.

a.) 1.17.3 3x1.5 sq.mm 670 Metre 104

c.) 1.17.5 5x1.5 sq.mm 220 Metre 169

d.) 1.17.6 6x1.5sq.mm 220 Metre 195

e.) 1.17.7 7x1.5sq.mm 180 Metre 234

h 1.17.21 3x4 sq.mm 137.05 Metre 222

i 1.17.24 6x4 sq.mm 72 Metre 424

For Electrical work:- I-CONDUIT LAYING DSR -2025 (Electrical)

2 1.21.2 Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. A) 25 mm 2346.7000000000003 Metre 168

III- CABLE & CABLE LAYING

3 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.

a. 1.10.3 Group C 32 Point 1704

4 1.33 Supplying and fixing 3pin, 5amp ceiling rose on the existing junction box/wooden block including connection etc. as required. (Make: Anchor/ Emperor/ Leader) 728 each 104

5 1.44 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required. 8 Each 266

6 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.

a. 1.50.1 Upto 450 mm sweep 4 Nos. 556

7 Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, Ics=100% Icu and Operational Voltage 690V etc. as required.

a. 2.2.13 100 A,30KA,FPMCCB 1 Each 8127

8 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240volts, on surface/ recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable glane plate, interconnections, phosphatized and powder painted including earthing etc. as required. (But without MCB /RCCB/Isolator)

a. 2.3.3 12 way double door 23 each 2871

9 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator). .

a. 2.4.1 (a) 4 way (4 + 12), Double door 3 each 4377

10 Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MOB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MOB TPDB is normally used where 3 phase outlets are required.)

a. 2.5.2 8 way (8 + 24), Double door 1 Each 10724

11 Supplying and fixing 5A to 32A rating, 240volts, 'B' series, miniature circuit breaker suitable for lighting and other loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

a. 2.10.1 Single pole 230 each 285

b. 2.10.2 Single pole and nuetral 23 each 643

c 2.10.5 triple pole and neutral 7 each 1301

12 2.12.1 Supplying and fixing following rating, double pole, 240volts, isolator lin the existing MCB DB complete with connections,testing and commissioning etc. as required-40A 3 each 472

13 2.13.2 Supplying and fixing following rating, 4pole, 415volts, isolator in the existing MCB DB complete with connections,testing and commissioning etc. as required-63A 6 each 1115

14 2.15.3 supplying and fixing of following rating ,four pole (three phase and neutral)415v,residual curret circuit breaker (rccb) having a sensitivity current 30ma in the existing MCB DB complete with connections,testing and commissioning etc as required-.63A 3 each 3597

15 2.18 Supplying and fixing 20amps, 240 volts, SPN industrial type, socket outlet, with 2 pole and earth, metal enclosed plug top along with 20 amps, 'C' series, SP MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. 15 each 1806

16 5.2 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. 7 Each 7658

17 5.12 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 70 Meter 313

18 8.16.6 Supplying, Installation, Testing & Commissioning of Flood Light, powder coated pressure die cast aluminium body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P. F.=0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection, EMI-EMC as per CISPR-15, lenses for beam angle 30 deg-120deg as per the application and the project requirement, suitable tilt able fitting, life time (LED, Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Colour Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy =120 and <135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted.. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). (a) 250 Watt 16 Each 5969

19 8.17.2 LED Flood Light, powder coated pressure die cast aluminium (System lumen efficacy >135 lm/Watt) Supplying, Installation, Testing & Commissioning of Flood Light, powder coated pressure die cast aluminium body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P. F.≥0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection EMI-EMC as per CISPR-15, lenses for beam angle 30 deg-120deg as per the application and the project requirement., suitable tilt able fitting, life time (LED, Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin) , SDCM(Standard Deviation Colour Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy >135 lm/Watt output. LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C).70 Watt 56 Each 2392

20 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.

(a) 10.5.1 Upto 35 sq. mm 100 Meter 47

(b) 10.5.2 Above 35 sq. mm and upto 95 sq. mm 60 Meter 72

21 Laying and fixing of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size on wall surface as required.

(a) 10.7.1 Upto 35 sq. mm (clamped with 1 mm thick saddle) 240 Meter 64

(b) 10.7.2 Above 35 sq. mm and upto 95 sq. mm 60 Meter 151

22 Supplying and making end termination with brass compression gland and aluminium lug for following size of PVC insulated and PVC sheathed/XLPE aluminium conductor cable of 1.1 KV garde as required.

23 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.

(a) 15.16.1 63 mm dia (OD-63 mm & ID-51 mm nominal) 45 Meter 289

Central Warehousing Corporation (A Govt. of India Undertaking)

Construction of 2 nos. of High rise multipurpose godown of 81,893 sqft Capacity with internal roads, drains, electrification works, Ancillary Buildings etc. at Dausa, Jaipur

Schedule of Quantity

Schedule-V Items of General Electrical works not Scheduled in E&M DSR 2025 (Market rate items)

Sr. No. EMR no. Description of Items Qty. Unit Rate Amount

III- CABLE & CABLE LAYING

1 EMR 1 Supplying of aluminium conductor PVC insulted, PVC shethed xLPE inner sheathed galvanized strip armoured power cable of 1.1 KV grade conforming to IS:1554(part-1) 1988 or latest amended following sizes etc.

(B) EMR 1.2 4x35 sqmm 80 Mtr 370.05

D EMR 1.3 4x95 sqmm 200 Mtr 904.6

2 EMR 2 Supplying/Installation/Testing/Commissioning of circular 70 Watt LED Wellglass of following rating in godown with excellent thermal management alongwith IP 66 protection,240 volt, prewired complete with all accesories and suitable hanging arrangement upto 1 metre from the support,connection with 1.5 mm FR PVC insulated copper conductor single core cable and earthing etc. as required a LED Wellglass-70 watt 130 Each 3729

3 EMR 3 Supply, installation, testing and commissioning of MV compartmentalized, modular design electrical panel, suitable for 415 V, 3 phase, 50 Hz, 4 wire system, Sheet thickness not less than 2.00 mm for load bearing members and 1.60 mm for doors, with following ratings aluminium bus bars, free standing, totally enclosed, with following incoming and outgoing switches, meters, inter connections with suitable size aluminium cables / bars, complete with terminating arrangements, powder coating the panel, earthing, with cable chamber, busbar chamber, bottom/top cable entry etc., as per below description and in conjunction with technical specifications suitable for incoming and outgoing bus bar trunking/cable termination complete as required. Base supports shall be of size 75x75x8 mm GI MS angle iron duly primered and enamel painted. 1 Each 336687

A) INCOMMER : 250A, 4Pole, MCCB --- 1 No with shunt trip/release, 50 KA (Ics=100%Icu), 415V, Microprocessor release for over current, earth fault & short circuit protection, with rotary operating handle mechanism, Spreader terminals with RS 485 communication module and all other accessories etc. as required (provide extended bus-bar for out-going cable termination as required) (LSIG)

B) BUS-BAR: 400A Capacity strip Aluminium bus bars (100% neutral) with heat shrinkable coloured sleeves and suitable supports -1 set.

i) 125 A feeder - 2 Nos. Each comprising of 125A 30 KA, 4 Pole , MCCB with Thermal Magnetic release for over current & short circuit protection, with rotary operating handle mechanism front drive kit, Spreader terminals and all other accessories etc complete as required.

ii) 100 A feeder - 2Nos. Each comprising of 100A, 30 KA, 4 Pole , MCCB with Thermal Magnetic release for over current & short circuit protection, with rotary operating handle mechanism front drive kit, Spreader terminals and all other accessories etc complete as required.

ii) 63 A feeder - 2Nos. Each comprising of 63A, 30 KA, 4 Pole , MCCB with Thermal Magnetic release for over current & short circuit protection, with rotary operating handle mechanism front drive kit, Spreader terminals and all other accessories etc complete as required.

iii) 32 A feeder - 2nos. Each comprising of 32A, 30 KA, 4 Pole , MCCB with Thermal Magnetic release for over current & short circuit protection, with rotary operating handle mechanism front drive kit, Spreader terminals and all other accessories etc complete as required.

i) Electronic Multi data meter (KW, KWH, KVA, PF, A, V) with suitable CTs as per the requirement.

ii) 'RYB' indication lamps connected with suitable control fuse/MCB -1 Set.

4 EMR 4 Supply, installation,testing and commissioning of following 20 meter high mast tower excluding excavation but including the following - a) Supply of stated height high mast shaft in two/three sections suitable for 47 m/sec wind speed, with head frame, winch mounting bracket, luminaires carriage suitbale to install stated number of luminaires in symmetrical arrangement. b) Supply of raising lowering system comprising double drum winch, 6 mm diameter SS wire rope, trailing cable, connector, integral power tool motor, manual handle, junction box, lightening finial. c) Supply of foundation bolts manufactured from special steel along with nuts, washers, anchor plate and common template. d) Supply of outdoor stand mounted feeder pillar with 32 A TPN MCB incommer, single dial time switch, 25 A TP Contactor for the automatic switching of luminaires, power tool control with 02 Nos. 9 A contactors and raise lower push button, incomming and outgoing terminals for lights and motor as required. Stand must be double door made up of 2 SWG sheet and powder coated with 7 tank technique. e) Supply of LED Type single dome aviation obstruction light. f) Erection of the high mast with the help of suitable tools and plants, wiring of luminaires with all wiring materials like PVC insulated PVC sheathed flexible cable of suitable copper conductor cores of 1.5 sq. mm, lugs, MCB and all labour. g) Installation of the mast feeder pillar by grouting the stand in concrete. 2 Job 646909

5 EMR 5 Supply, Installation and commissioning of the trangular shape clamp made of flat steel bar of 5mm thickness, 15mm wide of dimensions of 400mm(L)X 400mm(B)x 566mm(HY) with bolt bolt to install the same on the wall as per the instructions of the Engineer Incharge. 84 Each 272

6 EMR 6 Supply and testing of 20 Watt, 4 feet size, LED Batten, with polycarbonate housing, inbuilt electronic driver, luminance efficacy not less than 100 lm/watt, required CCT as per site suitability/instructions of Engineer-in-charge complete with connections etc. as per the instructions of Engineer-in-charge. (Make : Bajaj, Havells, Phillips, Crompton, or eq.) 10 Each 274

7 EMR 7 Supply and testing of 1200 mm sweep ceiling fan (AC Motor) complete with down rod, capacitor and other accessories, including connections etc. complete as required. 8 Each 2330

8 EMR 8 Supply and testing of 300 mm sweep heavy duty exhaust fan with powder coated metal body, BEE Rating not less than 03 star complete with all accessories, connections, etc. complete as required. 4 Each 3015

9 EMR 9 Supply of PVC insulated/inner sheathed, Copper conductor,LT XLPE cable, 1.1 Kv grade, steel strip armoured as per IS 7098 (part-1)-1988 with up to date amendments, of following size as required (Make: Polycab, havells, Grandley, KEI, RR cable)

(a) EMR 9.1 3 X 2.5 Sqmm Copper armoured 80 Mtr 185

(b) EMR 9.2 3 X 4 Sqmm Copper armoured 50 mtr 260

10 EMR 10 Supply, installation, testing and commissioning of new LT electrical service connection including preparation and submission of application to TNEB, payment of necessary charges, arranging inspection, providing approved energy meter, meter box, service cable from TNEB pole to meter, earthing as per TNEB standards, obtaining safety certificate from licensed electrical contractor, and securing sanction/approval from TNEB for connected load of 45 kW / (Three Phase) complete in all respects as directed by Engineer-in-Charge and as per TNEB rules and regulations 1 job 48450

11 EMR 11 Supplying, fixing, testing and commissioning of three phase, 4-wire, CT operated, static electronic energy meter, accuracy class 1.0 or better, conforming to IS 14697/IEC standards and TNEB regulations, suitable for LT service, with LCD display, tamper-proof features, optical port, AMR compatibility, housed in weatherproof polycarbonate meter box with sealing arrangement, complete with: • MCCB at the main incomer of suitable rating (as per connected load, 35kA/50kA breaking capacity, adjustable thermal–magnetic release). • HRC fuse carriers with links as required on incoming/outgoing sides. Proper earthing, lugs, glands, wiring, and sealing provisions. The scope includes complete installation, connections, testing and commissioning in presence of TNEB officials as per regulations. 1 job 62329

Central Warehousing Corporation (A Govt. of India Undertaking)

Construction of 2 nos. of High rise multipurpose godown of 81,893 sqft Capacity with internal roads, drains, electrification works, Ancillary Buildings etc. at Dausa, Jaipur

Schedule of Quantity

Schedule-VI Items of Civil Building based on Civil DPAR 2025

SN DPAR No. Description Qty Unit Rate Amount

Office Block and Ancillary Buildings

1 Design, Engineering, Proof Checking, Procurement, and Construction of Office block and Ancillary Buildings on EPC basis, including architectural planning, detailed structural and services design as per IS 456, IS 875 (Parts 1–5), IS 1893, IS 13920, NBC-2016 and all relevant BIS codes, with mandatory design proof-checking by IIT/NIT/Govt. Engineering College; complete site development including clearances, levelling, earthwork, sub-structure and super-structure works, internal and external finishes, plumbing and sanitary works, electrical installations, waterproofing, drainage, testing and commissioning, all in accordance with CPWD Specifications (2019), CPWD Works Manual, DPAR provisions, approved drawings and directions of the Engineer-in-Charge, including all materials, labour, equipment, statutory approvals, insurance, documentation and as-built drawings, complete in all respects. Note : Payment shall be made as per payment schedule attached in NIT.

1.1 Electricity room / Panel Room 36 sqm 23765

1.2 Santri post, 12 sqm 24226

1.3 Labour hut, public toilets & drinking water facilities 50 sqm 24174

1.4 Office block (RCC framed) 163sqm @ 31733 Rs 163 sqm

a Design & Engineering Approvals @ 1% of 31733 Rs 163 sqm

b Completion of foundation & Substructure @15% of 31733 Rs 163 sqm

c Completion of superstructure (Walls,Columns,Roof Slabs) @25% of 31733 Rs 163 sqm

d Completion of External envelope (Plaster,Windows,Doors,waterproofing) @ 15% of 31733 Rs 163 sqm

e Internal work phase-1:Electrical& Plumbing (Concealed) @ 10% of 31733 Rs 163 sqm

f Internal Works Phase-2: finishes(Flooring, Pianting,Joinery) @ 24% of 31733 Rs 163 sqm

g Final Completion & Handover @ 1 % of 31733 Rs 163 sqm

1.5 Pump Room 25 sqm

Total of this Schedule