Construction of 2 Conventional Warehouse of 100396 sqft Capacity with Ancillary buildings, internal roads, drains, electrification works etc. at Nagaon, Assam

CENTRAL WAREHOUSING CORPORATION

(A GOVT. OF INDIA UNDERTAKING)

NIT Number E NIT_CWC/CO/Engg. /26-27/37

Name of Work Name of the Work: Construction of 2 Conventional Warehouse of 100396 sqft Capacity with Ancillary buildings, internal roads, drains, electrification works etc. at Nogaon, Assam

NAME OF CONTRACTOR

Sd.-I DSR and NSI Items ( Schedule-I)

Sd.-II Market Rate Items ( Schedule-II)

Sd.-III Sub-Schedule III : DSR E&M 2025

Sd.-IV Sub-Schedule IV : E&M- MR Item

Sd.-V Sub Schedule V FireFighting DSR

Sd.-VI SubSchedule VI FireFighting MR

Grand Total (In Figures)

Grand Total (In Words)

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

DSR and NSI Items ( Schedule-I)

NIT Number E NIT_CWC/CO/Engg. /26-27/37

Name of Work Name of the Work: Construction of 2 Conventional Warehouse of 100396 sqft Capacity with Ancillary buildings, internal roads, drains, electrification works etc. at Nogaon, Assam

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 DSR and NSI Items ( Schedule-I)

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Market Rate Items ( Schedule-II)

NIT Number E NIT_CWC/CO/Engg. /26-27/37

Name of Work Name of the Work: Construction of 2 Conventional Warehouse of 100396 sqft Capacity with Ancillary buildings, internal roads, drains, electrification works etc. at Nogaon, Assam

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 Market Rate Items ( Schedule-II)

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Sub-Schedule III : DSR E&M 2025

NIT Number E NIT_CWC/CO/Engg. /26-27/37

Name of Work Name of the Work: Construction of 2 Conventional Warehouse of 100396 sqft Capacity with Ancillary buildings, internal roads, drains, electrification works etc. at Nogaon, Assam

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 Sub-Schedule III : DSR E&M 2025

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Sub-Schedule IV : E&M- MR Item

NIT Number E NIT_CWC/CO/Engg. /26-27/37

Name of Work Name of the Work: Construction of 2 Conventional Warehouse of 100396 sqft Capacity with Ancillary buildings, internal roads, drains, electrification works etc. at Nogaon, Assam

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 Sub-Schedule IV : E&M- MR Item

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Sub Schedule V FireFighting DSR

NIT Number E NIT_CWC/CO/Engg. /26-27/37

Name of Work Name of the Work: Construction of 2 Conventional Warehouse of 100396 sqft Capacity with Ancillary buildings, internal roads, drains, electrification works etc. at Nogaon, Assam

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 Sub Schedule V FireFighting DSR

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

SubSchedule VI FireFighting MR

NIT Number E NIT_CWC/CO/Engg. /26-27/37

Name of Work Name of the Work: Construction of 2 Conventional Warehouse of 100396 sqft Capacity with Ancillary buildings, internal roads, drains, electrification works etc. at Nogaon, Assam

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 SubSchedule VI FireFighting MR

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

Name of the Work: Construction of 2 Conventional Warehouse of 100396 sqft Capacity with Ancillary buildings, internal roads, drains, electrification works etc. at Nogaon, Assam

DSR and NSI Items ( Schedule-I)

SLNo DSR Item No. Description of item of works Total Quantity Unit Rate (INR) As per DSR 23 Gross DSR based 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 lift upto 1.5 m, as directed by Engineer-incharge.

a 2.6.1 All kind of Soil 15199.68 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

a 2.8.1 All kinds of soil. 2511.16 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 :

2.10.1 All kinds of soil

a 2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia 18 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. 24440.54 cum 196

5 2.25 (a) Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 13301 cum 700.5

6 2.26. Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.

a 2.26.1 All Kind of Soil 2261.47 cum 126.8

7 2.27. Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. For verandah 138.71 cum 2123.75

8 2.31. Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. 29868 sqm 17.6

9 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 :

a 4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) 88.2 cum 7294.7

b 4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 443.14 cum 6812

10 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 :

a 5.1.2. 1:1.5:3(1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 493.28 cum 9045.75

11 5.9. Centering and shuttering including strutting, propping etc. and removal of form at all level, height and depth

a 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete 3933.92 sqm 392.15

b 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 7988 sqm 842.5

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

d 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers 3417.15 sqm 736.4

e 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts 1925.46 sqm 961.3

f 5.9.15 Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like 58.8 sqm 392.15

12 5.22. Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto and above plinth level.

a 5.22.5 Hard drawn steel wire fabric 26278 kg 102.2

13 5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.

a 5.22A.4 Hot rolled deformed bars 2733.6 107.85

b 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. 352441.69 kg 107.85

14 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 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

5.33.1 All works upto plinth level

a 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum 1006 cum 9504.75

b 5.33.1.2 Concrete of M30 grade with minimum cement content of 350 kg /cum 29 cum 9655.7

15 5.33.2 All works above plinth level upto floor V level

a 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum 331 cum 9860.4

b 5.33.2.2 Concrete of M30 grade with minimum cement content of 350 kg /cum 0 cum 10011.35

16 6.1. Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:

a 6.1.1. Cement mortar 1:4(1 cement :4 coarse sand) 5.1 cum 7370.65

b 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) 552.83 cum 7132.25

17 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 :

a 6.4.2 Cement mortar 1:6(1 cement : 6 coarse sand) 1429.91 cum 9105.95

18 6.13. Half brick masonry 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.

a 6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) 0.46 sqm 1123.8

19 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. : For Veranadah 6570 kg 117.35

20 10.6. Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.

a 10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover 216 sqm 3653.2

21 10.7. Providing and fixing ball bearing for rolling shutters. 100 each 492.35

22 10.19. Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. 1676.13 kg 97.2

23 10.20. Providing and fixing bolts including nuts and washers complete. 4670.4 kg 159.35

24 10.25. Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.

a 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 22393.6 kg 172.6

25 13.1. 12 mm cement plaster of mix :

a 13.1.2 1:6 (1 cement: 6 fine sand) 11310.52 sqm 333.35

26 13.2. 15 mm cement plaster on the rough side of single or half brick wall of mix :

a 13.2.2 1:6 (1 cement: 6 fine sand) 2306.36 sqm 383

27 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 :

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

28 13.16. 6 mm cement plaster of mix :

a 13.16.1 1:6 (1 cement: 3 fine sand) 1853.41 sqm 300.45

29 13.37. White washing with lime to give an even shade :

a 13.37.1 New work (three or more coats) 5880 sqm 39.05

30 13.48A Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives.

a 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. 7985.22 sqm 181.25

31 13.61. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :

a 13.61.1 Two or more coats on new work 1655.31 sqm 155.9

32 13.80. Providing and applying white cement based putty of average thickness 1 mm, of approved brand 5383 sqm 156.05

33 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 9500 Sqm 218.9

34 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). 13301 cum 24.85

35 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.

a 16.43.1 Cement concrete prepared with batch mixing machine 2137.5 cum 10529.35

36 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.) 5333.33 5.3

37 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.

a 16.46.1 Using grade 'A' sealing compound conforming to IS: 1834. 8280 per cm depth per cm width per metre length 8.65

38 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.) / Springcore (2.5mm 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) 820 metre 375.8

39 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. : With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30

a 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 2216 cum 2784

40 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 paverfinisher 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. 4316 cum 2914.3

41 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 Engineerin-charge. 1442 cum 4148.65

42 18.7. Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes &

a 18.7.6 50 mm nominal dia Pipes 180 metre 934.15

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 :

a 19.6.4 300 mm dia. R.C.C. pipe 10 metre 994.3

44 19.19. Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality

a 19.19.4.1 Circular shape 560 mm internal dia 4 no. 2123.8

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.

a 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.

a 23.3.3 200 mm nominal size dia 50 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.

a 23.4.3 200 mm nominal size dia 130 metre 1255.7

48 23.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 84 Hr 1085.05

49 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:

50 23.14 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.

a 23.14.3 200 mm clamp 2 Each 2293.65

. NON SCHEDULED ITEMS

51 NSI 2 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) 992 cum 635.7

52 NSI 5A 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 concrete 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 level Concrete of M25 grade with minimum cement content of 330 kg /cum 2231.58 Cum 8902.4

53 NSI 6A 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 concrete 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 above plinth level upto foor V level Concrete of M25 grade with minimum cement content of 330 kg /cum 46.28 Cum 8902.4

54 NSI 11 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 all lead and lift, as directed by Engineer-in-charge. 6684 Sqm 182.10000000000002

55 NSI 12 Supplying and filling in plinth with stone dust , including watering, ramming, consolidating and dressing complete. 1107 CUM 496.1

56 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.

a 14.1 Electricity room / Panel Room 36 sqm 23000

b 14.2 Santri post, 12 sqm 23432

c 14.3 Labour hut, public toilets & drinking water facilities 50 sqm 23382

d 14.4 Office Block and Ancillary Buildings 263 sqm 31588

e 14.5 Pump Room 25 sqm 23000

A Sum of DSR Scheduled Items ( Schedule-I)

Name of the Work: Construction of 2 Conventional Warehouse of 100396 sqft Capacity with Ancillary buildings, internal roads, drains, electrification works etc. at Nogaon, Assam

Market Rate Items ( Schedule-II)

SLNo MR Item No. Description of item of works Total Quantity Unit Rate Gross Amount (INR) _ FOR SITE MR

1 MR2 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. 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. 45377 kg 15.9

2 MR4 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. 9331.62 Sqm 57.050000000000004

a (a) Roofing sheets over warehoue roof and platform canopy (RAL 9002 ) 2299.57 sqm 885.3000000000001

b (b) Cladding Sheets over outer wall & Partition works (RAL 9007). See technical specifications for special instructions for cladding works. 1500.4 sqm 885.3000000000001

3 MR6 "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 Colorbond / JSW Radiance), 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. All side laps, end laps, ridge, flashing joints, sheet junctions and penetrations shall be sealed using approved Butyl sealing tape of adequate width and thickness to ensure complete weather tightness and dust proofing as required. 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 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 ." 10040.52 sqm 1090

4 MR7 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) 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,butyl sealing tape of adequate width and thickness to ensure complete weather tightness and dust proofing and overlaps to ensure a watertight joint, complete in all respects as per manufacturer’s specification and as directed by the Engineer-in-Charge. 333.92 metre 613.9000000000001

a MR8-A. in sizes Upto 300mm 1347.68 metre 368.6

b MR8-B. in sizes more than 300mm but upto 600mm 2453.52 metre 606.15

5 MR-9 "Providing and fixing factory-formed translucent polycarbonate skylight sheets of minimum 2.0 mm thickness, co-extruded UV-resistant, of approved make , 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 (Butyl Tape) 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." 311 Sqm 2509.75

6 A Supply, fabrication, painting and erection Roof Truss system with Purlins with high tensile steel of grade E350 made of ROUND/RECTUANGULAR/SQUARE HOLLOW SECTIONS as per IS:2062:2011. connecting with the plates (E350 grade) & bolts of grade 8.8 (connecting bolts) and grade 4.6(for anchor bolts) including secondary members (Z or C purlins) in cold formed sections, bracings & Sag rods etc. The work includes all activities like shop cutting & welding, one primer coat, and two coats of painting, hoisting, fixing in position as per drawings and Technical Specifications. Finishing works includes surface preparation for smooth finish, rust free surface followed by a coat of approved zinc Chromate primer and top coats of Epoxy paint (total DFT not less than 105 micron). all complete as per approved structural drawings. All Steel material shall be confirming to IS-2062 and tender specification. The rate includes all works like supply, fabrication & erection of holding down bolts, base plates, stub columns, connecting plates & nut,washers , bolts, stiffeners, intermediate bracings & Lacings etc, sheet runners & roof purlins , sag rods of grade Fe 250, guard bars, canopy on both sides platforms including priming and painting all steel works complete as per Direction of Engineer in charge and Drawings & specifications. Fabrication drawings shall be prepared by contractor for approval of CWC before cutting /fabrication of the structure. Final coat of painting shall be done post complete erection of system. Roof truss system with purlins as above. Weight shall be measured for the items supplied and erected as per standard weight given in IS:2062:2011 excluding wastage, welding and weight of painting etc. 223954 KG 137.1

7 MR-14 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 colorbond/ JSW Radiance), 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. 165.6 Sqm 2630.1000000000004

8 MR-17 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. 1557 No. 220.8

9 MR-18 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, of approved make 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. 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. 6009 rmt 179.25

10 MR-19 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, 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. 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. 851 metre 193.8

11 MR-22 Supplying and fixing of parts for rooling shutters of size 10' x 12' or more in size/clear opening Worm Wheel set & plates 100 Each 2976.2000000000003

13 MR-31 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. 10040.52 sqm 228.4

14 MR39 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 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. 200 Each 2128.325

15 MR40 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 3692.5554297500003

16 MR41 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 5727.71756389

17 MR42 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 Meter 2841.2258742500003

18 MR43 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. Approved Makes (for signage/speed breakers/reflectors): Sintex, Avery Dennison, Dark Eye, 3M, Frontier Polymers, or equivalent. 70 Each 294.15858625

19 MR 16 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 : 100000 litres 1 Nos 643572

Sum of Non Scheduled Items ( Schedule-II)

Name of the Work: Construction of 2 Conventional Warehouse of 100396 sqft Capacity with Ancillary buildings, internal roads, drains, electrification works etc. at Nogaon, Assam

Sub-Schedule III : DSR E&M 2025

SN Ref. (DSR-2025) Description of item Quantity Unit Rate Amount

1 1.17.30 Supplying and drawing following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required.: 3 x 6 sq. mm Meter 326

2 1.17.12 Supplying and drawing following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required.: 3 x 2.5 sq. mm Meter 148

3 1.17.3 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/recessed steel/ PVC conduit as required: 3x1.5 sqmm Meter 104

4 1.20.2 Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. 25 mm Meter 289

5 2.3.2 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 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): 8 way, Double door Each 2773

6 2.3.3 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 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): 12 way, Double door Each 2871

7 2.4.1 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) : 4 way (4 + 12), Double door Each 4377

8 2.10.1 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.: Single pole Each 285

9 2.10.3 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.: Double Pole Each 696

10 2.10.4 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.: Triple Pole Each 1070

11 2.10.5 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.:Triple Pole and Neutral Each 1301

12 2.14.2 Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.: 40 amp Each 2512

13 2.15.2 Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.: 40 amp Each 3452

14 10.7.1 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.: Upto 35 sq. mm (clamped with 1mm thick saddle) Meter 64

15 10.5.1 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. : Upto 35 sq. mm Meter 47

16 10.5.2 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. : Above 35 sq. mm and upto 95 sq. mm Meter 72

17 11.1.33 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.: 4 X 16 sq. mm (28mm) Each 366

18 15.13.3 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: 100 mm dia Meter 1918

19 15.16.2 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.: 90 mm dia (OD-90 mm & ID-76 mm nominal) Meter 336

20 8.15.1 LED Flood Light, powder coated pressure die cast aluminium (System lumen efficacy ≥105 <120 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 -5ºC to 50ºC, 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 Color 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 ≥105 <120 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).: 50 watt Each 1436

21 1.33 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. Each 104

22 1.10.3 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: Group C Point 1704

23 1.14.2 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. : 2 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire Meter 311

24 1.14.3 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. : 2 x 4 sq. mm + 1 x 4 sq. mm earth wire Meter 373

25 1.14.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. : 4 x 2.5 sq. mm + 2 x 2.5 sq. mm earth wire Meter 452

26 1.14.8 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. : 4 x 4 sq. mm + 2 x 4 sq. mm earth wire Meter 587

27 1.31 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. Each 545

28 1.28.5 Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required.: 8 Module Each 238

29 1.24.1 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.:5/6 amps switch Each 121

30 1.24.4 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.: 3 pin 5/6 amp socket outlet Each 136

31 1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required. Each 659

32 1.58 Supplying and fixing PVC batten/ angle holder including connections etc. as required. Each 132

33 9.2.3 Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal( Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al body Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, suitable for operation with regulator for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply, Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required.: 1200mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210 CM/Min (Minimum) Each 2695

34 8.9.1 Supplying, Installation, Testing & Commissioning of LED surface mounted Batten light of following body material and construction as per IS : 10322 with driver (Replaceable) as per the requirement with Driver efficiency >85%, Operating voltage AC 140270 Volt, frequency 50/60 hz, Operating temp range -5 °C to 40 °C, internal surge protection of 2.5 KV with Short & Open circuit protection, THD < 10%, P. F.≥0.95, IP20, CRI >80, Flicker free, (flicker should be below 5 %), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. 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 ≥105 <120 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-inCharge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). Powder coated die cast /Extruded aluminium Body (Thickness > 1.20 mm: 18-22 watt Each 681

35 1.50.1 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required: Upto 450 mm sweep Each 556

Lightning Protection System:

36 6.1. Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required Each 609 6699

37 6.6. Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run) Meter 148 51800

38 6.7. Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run) Meter 238 65450

39 6.10. Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. complete as required Each 140 1540

40 6.3. Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required. Each 139 3475

41 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 Meter 313 15650

42 5.15 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. Meter 287 5740

43 5.18 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required. Meter 50 17500

44 6.11 Providing and laying G.I. tape 32 mm X 6 mm from earth electrode directly in ground as required Meter 221 132600

Name of the Work: Construction of 2 Conventional Warehouse of 100396 sqft Capacity with Ancillary buildings, internal roads, drains, electrification works etc. at Nogaon, Assam

Sub-Schedule IV : E&M- MR Item

SN Ref. Description of item Quantity Unit Rate Amount

1 MR-01 Supplying and fixing 40-63 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.:Four Pole Each

2 MR-02 Supplying, fixing, testing and commissioning of Type-2 Surge Protection Device (SPD), 4-pole (3P+N) suitable for three-phase, four-wire, 415 V AC distribution system, having maximum continuous operating voltage (Uc) not less than 275 V AC, nominal discharge current (In) not less than 20 kA and maximum discharge current (Imax) not less than 40 kA, with thermal disconnector, visual indication and pluggable cartridges, complete with necessary connectors, links, earth bonding and suitable rating MCB/isolator for SPD protection, including making interconnections to busbars, earthing with copper conductor as required, testing and commissioning as per IS/IEC 61643 and as required. Each

3 MR-03 Supply of XLPE insulated armored aluminium conductor power cable of 1.1 KV grade confirming to IS:7098 (part 1) or latest amendment if any - required. 4x16 Sq.mm . Meter

4 MR-04 Supply of XLPE insulated armored aluminium conductor power cable of 1.1 KV grade confirming to IS:7098 (part 1) or latest amendment if any - required. 2x10 Sq.mm . Meter

5 MR-05 Supply, installation, testing and commissioning of 45 W LED Well Glass Luminaire, minimum system efficacy 110 lm/W, IP65, pressure die-cast aluminium housing with toughened glass diffuser, complete with integral electronic driver, suitable for suspension mounting on steel truss, including all mounting accessories, hardware and connections as required. Each

6 MR-06 Supplying and fixing 25 mm flexible metallic conduit on surface /recess as required Meter

7 MR-07 Supply, installation, testing and commissioning of 12 W LED Bulb, B22/E27 cap as required, minimum efficacy 100 lm/W, suitable for 230 V, 50 Hz AC supply, complete as required. Each

8 MR-08 Supply and testing of 230 mm (9-inch) exhaust fan with metallic body and blades, heavy-duty copper motor, power consumption not exceeding 45 watts, airflow delivery >700 CMH, speed >1400 RPM, suitable for wall mounting with self-opening louvers. The fan should operate at a voltage range of 220-240V, and be installed as per the instructions of the engineer-in-charge. Each

9 MR-09 Maintenance-Free Chemical (Gel) Earthing, Copper-bonded, Length: 3 meter, Diameter: 50 mm connected with copper internal strip and 40 kg Maintenance-free back-fill compound including accessories, and providing chamber, enclosure with cover plate etc. and testing as required Each

10 MR-10 Supply, installation, testing and commissioning of an outdoor wall-mounted IP65 Feeder Distribution Box (FDB), approximately 400 × 300 × 200 mm or of suitable size to accommodate all specified components, fabricated from 1.6 mm thick CRCA sheet, epoxy polyester powder coated, complete with hinged door, neoprene/polyurethane gasket, lockable arrangement and removable gland plate. The FDB shall be provided with 35 mm DIN rail with provision for mounting one 32 A Double Pole (DP) MCB (MCB to be measured and paid separately under relevant DSR item), 4 Nos. minimum 80 A rated finger-safe Al/Cu compatible Power Distribution Terminal Blocks suitable for loop-in/loop-out of two (2) 16 sqmm 4-core Aluminium XLPE armoured feeder cables and tap-off to 6 sqmm Copper feeder cable, tinned copper earth terminal strip with suitable earth terminals, double compression nickel-plated brass cable glands of suitable sizes, suitable compression type bimetallic lugs, FRLSH copper internal wiring, earthing studs, ferrules, labels, mounting hardware and all accessories complete as required. Each

11 MR-11 Supply, installation, testing and commissioning of floor mounted, front operated, free standing Main LT Distribution Panel suitable for 415 V, 3 Phase, 4 Wire, 50 Hz AC supply, fabricated from CRCA sheet steel, epoxy polyester powder coated, IP54 protected, complete with 200 A, 4 Pole MCCB incomer, 2 Nos. 63 A 4 Pole MCCB outgoing feeders, 2 Nos. 32 A 4 Pole MCCB outgoing feeders, 1 No. 125 A 4 Pole MCCB outgoing feeder for Fire Pump Panel, 1 No. 63 A 4 Pole spare outgoing feeder, 1 No. 32 A 4 Pole spare outgoing feeder, 200 A tinned electrolytic copper busbars, neutral and earth busbars, digital multifunction meter with three current transformers, RYB indicating lamps, selector switches, internal copper control wiring, gland plates, cable alleys, earthing terminals, engraved labels, danger notice, hardware and all accessories complete as required. Each

12 MR-12 Providing and laying electrical insulating rubber mat of minimum 3.3 mm thickness, suitable for use on 415 V LT panels and conforming to IS 15652 or latest amendment, of approved class and dielectric strength, laid in front of electrical panels complete as required. sqm

13 MR-13 Supply, installation, testing and commissioning of wall/floor mounted outdoor hose cabinet fabricated from minimum 1.6 mm thick CRCA sheet, epoxy polyester powder coated in fire red colour, weatherproof construction with glazed front door, lockable arrangement, suitable for accommodating two 63 mm dia × 15 m RRL hoses, branch pipe, nozzle, hydrant key and accessories, complete with mounting brackets, hardware and all accessories as required. Each

14 MR-14 Manufacture,Design,Supplying, Testing,Commissioning of continuously tappered polygonal cross section (5/4/3mm) suitable for wind loading as IS 875 part 3 1987 using special steel plates, conforming to BS-EN10-025 in three section, using Raising and Lowering type of 25 meter height high mast lighting consisting of all accessories as per enclosed detailed. (i)Head Frame (ii)Double movable lantern carriage (10 luminaire capacity) (iii) Double drum winch (iv)Stainless steel rope (v)Trailing cable (vi)Foundation Bolts & Nuts (vii)Anchor plate &Template (viii)Lightning finial & Counter weights(If Required) (ix)LED type single dome aviation obstruction light (x)Junction box (xi) 2 HP /1.5 KW electric Motor, etc Job

15 MR-15 Supply,fixing of out door type feeder piller fabricated out of 14 SWG CRCA sheet and finished with two coats of red oxide primer and grey enamel paint. The feeder piller with 32A TPN MCB incomer,single dail time switch 25A TP contactor for the automatic switching of luminaries,(Batch Control 4 number from 10pm to 6pm and 10 number from 6pm to 10 pm ) power tool control with 2No 9A contactors and raise lower push button, incomming 35 Sqmm and outgoing 16 & 2.5 Sqmm terminals and the wire from the feeder pillar to the High mast luminares as per the instructions of the Enginer Incharge Each

16 MR-16 Supplying and fixing of ( 300 )watt LED flood light luminaries including all accessories suitable for 25 mtrs high mast light Make Crompton cat log No LSFO-300-CDL/60-M, Bajaj cataloug No.BJFL 300W LED WH WB or equivallent in Bajaj,philips,crompton,K- Light. Each

Water supply Pumps

17 MR-17 Supply of 3 HP, 415 V, 3 Phase, 50 Hz submersible borewell pump set complete with suitable water/oil-filled submersible motor, pump-motor assembly, delivery connection, stainless steel/HDPE safety wire or rope, cable guards and all standard accessories, capable of delivering the required discharge against the required total dynamic head, conforming to relevant IS standards and complete as required. Each

18 MR-18 Supply of 7.5 HP, 415 V, 3 Phase, 50 Hz submersible borewell pump set complete with suitable water/oil-filled submersible motor, pump-motor assembly, delivery connection, stainless steel/HDPE safety wire or rope, cable guards and all standard accessories, capable of delivering the required discharge against the required total dynamic head, conforming to relevant IS standards and complete as required. Each

19 MR-19 Supply, installation, testing and commissioning of wall mounted, dust and vermin proof cubicle type control panel suitable for 3 HP, 415 V, 3 Phase submersible pump comprising TPN MCCB incomer, DOL starter, contactor, thermal overload relay, single phasing preventer, dry run/low water level protection., Auto/Manual selector switch, ON/OFF push buttons, voltmeter with selector switch, ammeter with selector switch and CTs, indicating lamps, internal wiring, gland plate, earthing terminals and all accessories complete as required. Each

20 MR-20 Supply, installation, testing and commissioning of wall mounted, dust and vermin proof cubicle type control panel suitable for 7.5 HP, 415 V, 3 Phase submersible pump comprising TPN MCCB incomer, Star-Delta starter complete with main, star & delta contactors and timer, thermal overload relay, single phasing preventer, dry run/low water level protection, Auto/Manual selector switch, ON/OFF push buttons, voltmeter with selector switch, ammeter with selector switch and CTs, indicating lamps, internal wiring, gland plate, earthing terminals and all accessories complete as required. Each

21 MR-21 Supply and laying of 1.1 kV grade, PVC insulated, flat type 3 Core × 4 sq.mm copper conductor submersible pump cable conforming to IS 694/IS 1554 (latest), complete with all accessories as required. rmt

22 MR-22 Installation, Testing and commisioning for erection and lowering of submerssible pump, 3 core 4 sqmm submersible copper cable upto the control panel, supporting clamps, cable clips pressure gauge, connection line, Socket, Nipple, Non Return Valve and all other accessories required for the proper completion of the work. Job

Name of the Work: Construction of 2 Conventional Warehouse of 100396 sqft Capacity with Ancillary buildings, internal roads, drains, electrification works etc. at Nogaon, Assam

Sub Schedule V FireFighting DSR

SN Ref. (DSR-2025) Description of item Quantity Unit Rate Amount

Fire Fighting Sytem:

Name of the Work: Construction of 2 Conventional Warehouse of 100396 sqft Capacity with Ancillary buildings, internal roads, drains, electrification works etc. at Nogaon, Assam

SubSchedule VI FireFighting MR

SN Ref. Description of item Quantity Unit Rate Amount

Fire Fighting Sytem: