Construction of PEB Warehouse of 50222 sqft Capacity with Ancillary buildings, internal roads, drains, electrification works etc. at CW Jatni (Odisha).

CENTRAL WAREHOUSING CORPORATION

(A GOVT. OF INDIA UNDERTAKING)

NIT Number E NIT_CWC/CO/Engg. /25-26/98

Name of Work Construction of PEB Warehouse of 50222 sqft Capacity with Ancillary buildings, internal roads, drains, electrification works etc. at CW Jatni (Odisha).

NAME OF CONTRACTOR

Sd.-I Schedule-I All Items of Civil works based on DSR Civil 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 Civil works (PEB & PPGL Sheet ) not scheduled in Civil DSR 2023 (Market Rate Items)

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

Sd.-V Schedule-V: - Items of General E&M works not scheduled in E&M works DSR 2025 (Market Rate Items)

Sd.-VI Schedule-VI: Schedule of Items General Firefighting works based on CPWD PAR 2023

Grand Total (In Figures)

Grand Total (In Words)

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Schedule-I All Items of Civil works based on DSR Civil 2023

NIT Number E NIT_CWC/CO/Engg. /25-26/98

Name of Work Construction of PEB Warehouse of 50222 sqft Capacity with Ancillary buildings, internal roads, drains, electrification works etc. at CW Jatni (Odisha).

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 All Items of Civil works based on DSR Civil 2023

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

Note Total CWC estimated Cost for this schedule including cost index , labour cess & applicable GST (Rs.) 59779216.74

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. /25-26/98

Name of Work Construction of PEB Warehouse of 50222 sqft Capacity with Ancillary buildings, internal roads, drains, electrification works etc. at CW Jatni (Odisha).

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)

Note Total CWC estimated Cost for this schedule including cost index , labour cess & applicable GST (Rs.) 15663355.02

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Schedule-III Items of General Civil works (PEB & PPGL Sheet ) not scheduled in Civil DSR 2023 (Market Rate Items)

NIT Number E NIT_CWC/CO/Engg. /25-26/98

Name of Work Construction of PEB Warehouse of 50222 sqft Capacity with Ancillary buildings, internal roads, drains, electrification works etc. at CW Jatni (Odisha).

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 Civil works (PEB & PPGL Sheet ) not scheduled in Civil DSR 2023 (Market Rate Items)

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

Note Total CWC estimated Cost for this schedule including cost index , labour cess & applicable GST (Rs.) 40574172.15

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 2025 items

NIT Number E NIT_CWC/CO/Engg. /25-26/98

Name of Work Construction of PEB Warehouse of 50222 sqft Capacity with Ancillary buildings, internal roads, drains, electrification works etc. at CW Jatni (Odisha).

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 2025 items

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

Note Total CWC estimated Cost for this schedule including cost index , labour cess & applicable GST (Rs.) 2368784.36

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Schedule-V: - Items of General E&M works not scheduled in E&M works DSR 2025 (Market Rate Items)

NIT Number E NIT_CWC/CO/Engg. /25-26/98

Name of Work Construction of PEB Warehouse of 50222 sqft Capacity with Ancillary buildings, internal roads, drains, electrification works etc. at CW Jatni (Odisha).

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 E&M works not scheduled in E&M works DSR 2025 (Market Rate Items)

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

Note Total CWC estimated Cost for this schedule including cost index , labour cess & applicable GST (Rs.) 795573

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Schedule-VI: Schedule of Items General Firefighting works based on CPWD PAR 2023

NIT Number E NIT_CWC/CO/Engg. /25-26/98

Name of Work Construction of PEB Warehouse of 50222 sqft Capacity with Ancillary buildings, internal roads, drains, electrification works etc. at CW Jatni (Odisha).

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: Schedule of Items General Firefighting works based on CPWD PAR 2023

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

Note Total CWC estimated Cost for this schedule including cost index , labour cess & applicable GST (Rs.) 6619804.33

Central Warehousing Corporation (A Govt. of India Undertaking)

Construction of PEB Warehouse of 50222 sqft Capacity with Ancillary buildings, internal roads, drains, electrification works etc. at CW Jatni (Odisha).

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 Qty Unit Rate Amount

1 By Mechanical Transport including loading,unloading and stacking

1.1.18 Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. cum

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:

2.1.1 All kind of Soil cum

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.

2.6.1 All kind of Soil cum

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.

2.8.1 All kinds of soil. cum

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

5.1.1 2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia metre

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. cum

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

7.1 2.26.1 All Kind of Soil cum

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

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. sqm

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 :

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) cum

4.1.10. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth level. (a) 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) cum

4.10. Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) sqm

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 :

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) cum

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

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

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

5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers sqm

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts sqm

5.18. Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits.

5.18.2 40 mm thick sqm

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.

15.1 5.22.5 Hard drawn steel wire fabric kg

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 72552

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

5.22A.4 Hot rolled deformed bars

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

18.1.1 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum

18.1.2 5.33.1.2 Concrete of M30 grade with minimum cement content of 350 kg /cum cum

5.33.2 All works above plinth level upto floor V level

18.2.1 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum

18.2.2 5.33.2.2 Concrete of M30 grade with minimum cement content of 350 kg /cum cum

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

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

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

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 :

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

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.

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

6.15. Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. sqm

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). sqm

6.34. Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in :

6.34.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum

8.10. Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.

8.10.2 Granite Stone of approved shade sqm

8.31. Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: '15622 (thickness to be specified by the manufacturer), sqm

9.5. Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately)

9.5.1 Second class teak wood

27.1.1 9.5.1.1 35 mm thick shutters sqm

9.62. Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : (copper oxidized as per IS: 1378)

9.62.1 300x16 mm each

9.63. Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :

9.63.2 200x10 mm each

9.66. Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : (copper oxidized as per IS: 1378)

9.66.1 125 mm each

9.120. Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing.

9.120.1 30 mm thick plain PVC door shutters sqm

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 kg

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. kg

10.5. Providing and fixing 1mm thick M.S. sheet steel 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. Note: fittings like bush hinges, handles, tower bolts, sliding door bolts shall be as per drawing

10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces: sqm

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.

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

10.7. Providing and fixing ball bearing for rolling shutters. each

10.16. Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.

10.16.3 Electric resistance or induction butt welded tubes kg

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

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.

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

11.3. Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.

11.3.1 40 mm thick with 20 mm nominal size stone aggregate sqm

11.37. Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), sqm

13.1. 12 mm cement plaster of mix :

13.1.2 1:6 (1 cement: 6 fine sand) sqm

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

13.2.2 1:6 (1 cement: 6 fine sand) sqm

13.4. 12 mm cement plaster of mix :

13.4.2 1:6 (1 cement: 6 coarse sand) sqm

13.5. 15 mm cement plaster of mix:-

13.5.2 1:6 (1 cement: 6 coarse sand) sqm

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 :

13.8.1 1:3 (1 cement: 3 fine sand) sqm

13.16. 6 mm cement plaster of mix :

13.16.1 1:6 (1 cement: 3 fine sand) sqm

13.26. Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. White washing with lime to give an even shade. New work (three or more coats) sqm

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

13.37.1 New work (three or more coats) sqm

13.41. Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :

13.41.1 New work (two or more coats) over and including water tinnable priming coat with cement primer sqm

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.

13.48A.1 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. sqm

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

13.61.1 Two or more coats on new work sqm

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

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 Sqm

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). cum

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.

16.43.1 Cement concrete prepared with batch mixing machine cum

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.)

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.

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

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

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

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. cum

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. cum

17.1. Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlle ddevice (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:

17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests each

17.2. Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :

17.2.1 W.C. pan with ISI marked white solid plastic seat and lid each

17.7. Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require

17.7.4 Coloured Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap. each

17.28. Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.

17.28.1 Semi rigid pipe

17.29. Providing and fixing 100 mm sand cast Iron grating for gully trap. each

17.31. Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. each

17.71. Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. each

17.73. Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.

17.73.1 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms each

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 &

18.7.1 15 mm nominal outer dia .Pipes. metre

18.7.3 25 mm nominal outer dia .Pipes. metre

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

18.19.2 32mm nominal bore

71.1.1 18.19.2.1 Horizontal each

71.1.2 18.19.2.2 Vertical each

18.48. Providing and placing on terrace polyethylene water storage tank per litre

18.49. Providing and fixing CP Brass bib cock of approved quality confirming to IS: 8931 :

18.49.1 15 mm nominal bore each

18.52. Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.(a) 15 mm nominal bore.

18.52.1 15 mm nominal bore. each

19.4. Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:

19.4.1 100x100 mm size P type

75.1.1 19.4.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 metre

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 :

19.6.4 300 mm dia. R.C.C. pipe metre

19.27. Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design :

19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 each

19.32. Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.

19.32.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 one soak pit

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.

23.1.1. All types of soil

79.1.1 23.1.1.1 300 mm dia metre

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.

23.3.3 200 mm nominal size dia metre

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.

23.4.3 200 mm nominal size dia metre

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. cum

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. cum

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. cum

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:

23.13.3 200 mm dia each

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).

23.15.3 200 mm dia each

. NON SCHEDULED ITEMS

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) cum

NSI 5B 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 M30 grade with minimum cement content of 350 kg /cum Cum

NSI 9 Conosolidation of sub - grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade Sqm

Cost Index Below

Central Warehousing Corporation (A Govt. of India Undertaking)

Construction of PEB Warehouse of 50222 sqft Capacity with Ancillary buildings, internal roads, drains, electrification works etc. at CW Jatni (Odisha).

Schedule of Quantity

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

SL. No. MR No. Description Qty Unit Rate Amount Ref

1 MR1 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. cum

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. kg

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. Sqm

MR-16 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 Laser Screed, 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, 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. 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. sqm

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. No.

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. rmt

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. metre

MR-20 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 of approved make, 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. 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. sqm

MR-32 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.

MR32-b Capacity 50000 Liters Each

MR-33 Construction septic tank (including cleaning chamber) with bricks of class designation 75 in cement mortar 1:6 (1 cement : 6 coarse and)” inside plaster 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement with water proofing compound foundation concrete raft 250 mm thick 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) laid to slope with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) with floating coat of neat cement mixed with water proofing compound. The top slab and 2 Nos. of baffle walls in pre-cast RCC 1:2:4 (1 cement : 2 coarse and : 4 graded stone aggregate 20 mm nominal size) finished smooth on all sides with 6 mm cement plaster 1:3 (1 cement : 3 coarse sand) 1 No. of bottom Baffle Wall in half brick masonry of class designation 75 in cement mortar 1:3 (1 cement : 3 coarse sand) with 12 mm/15 mm thick cement plaster in cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement, mixed with water proofing compound back filling of earth and disposal of surplus excavated earth providing and fixing Rigid-PVC rain pipe with Cowl swatter Terminal guard 100 mm Diameter, SW, pipe 2 Nos. CI pipe stack 100 mm Dia, with 2 Nos. of sluice valve 100 mm dia (for desludging) 15 Nos. C.I. steps 3 nost. I. cover of size 455x610mm LD with frame fixed to pre-cast RCC slabs, complete as per drawing No.CWC/ANC/BLD/207 excluding the cost of bucket. Inside size 4.00m x 1.40m x 2.10 m with cleaning chamber of inside size 0.90 x 0.90m x 2.10m Each

MR-35 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. Cum

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. Each

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. Each

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. Each

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. Meter

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. Each

MR44 Providing, fabricating, supplying, and fixing of high-performance factory-finished motorised rolling shutter of approved make, suitable for industrial use at warehouse loading bays, having clear opening size of 3.0 m width × 3.5 m height or as shown in drawings/required at site, 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 Indirect 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 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. 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. Sqm

Central Warehousing Corporation (A Govt. of India Undertaking)

Construction of PEB Warehouse of 50222 sqft Capacity with Ancillary buildings, internal roads, drains, electrification works etc. at CW Jatni (Odisha).

Schedule of Quantity

Schedule-III: Items of General Civil works (PEB & PPGL Sheet ) not scheduled in Civil DSR 2023 (Market Rate Items)

Sl. No. MR No. Description Qty Unit Rate Amount Ref

1 MR5 "Providing and fixing at all height, on warehouse roof structure, pre-painted ZINCALUME/GALVALUME roof sheet (Make : Tata Bluescope Steel Colorbond/ 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 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."

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

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

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. metre

MR8 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) 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.

MR8-A. in sizes Upto 300mm metre

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

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." Sqm

MR-10 Roof truss and PEB System

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. KG

Note for item the 70% payment of item rates as tendered shall be released after satisfactorily supply and fabrication of Roof truss system and stacking of materials in CW campus as per instruction of engineer in charge along with submission of Third party Lab Test reports duly supported with manufacturer test reports and Indemnity Bond. Balance payment shall be done after satisfactorily installation/erection of Roof truss Structure as directed by Engineer in charge tendered shall be released after satisfactorily supply and stacking of materials in CW campus as per instruction of engineer in charge along with submission of Third party Lab Test reports duly supported with manufacturer test reports and Indemnity Bond. Balance payment shall be done after satisfactorily installation/erection of Roof truss Structure as directed by Engineer in charge

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.

MR-11 Providing and fixing colour coated Galvalume rainwater downspout pipes of approved make (Tata Bluescope Colorbond / JSW Radiance), 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. meter

MR-12 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. Sqm

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. Sqm

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. sqm

Central Warehousing Corporation (A Govt. of India Undertaking)

Construction of PEB Warehouse of 50222 sqft Capacity with Ancillary buildings, internal roads, drains, electrification works etc. at CW Jatni (Odisha).

Schedule of Quantity

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

Sl. No. DSR No. Description Qty Unit Rate Amount Ref

Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required

1.17.3 3 x 1.5 sq. mm Meter

1.17.4 4 x 1.5 sq. mm Meter

1.17.5 5 x 1.5 sq. mm Meter

1.17.6 6 x 1.5 sq. mm Meter

1.17.7 7 x 1.5 sq. mm Meter

1.17.8 8 x 1.5 sq. mm Meter

1.17.9 9 x 1.5 sq. mm Meter

1.17.12 3 x 2.5 sq. mm Meter

1.17.21 3 x 4 sq. mm Meter

1.17.30 3 x 6 sq. mm Meter

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

1.20.1 20 mm Meter

1.20.2 25 mm Meter

1.20.3 32 mm Meter

28.5.4 Supplying and fixing 25 mm dia. MS Flexible pipe with PVC Coating along with all ancillaries and accessories like coupler etc. as required. Metre

DISTRIBUTION BOARDS/SWITCH BOARDS

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)

2.3.4 16 way. Double door Each

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).

2.4.2 6 way (4+18), double door Each

2.10. 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.

2.10.1 Single Pole Each

2.10.3 Double Pole Each

2.10.5 Triple Pole and Neutral Each

Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. Each

2.15. 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.

2.15.3 63 Amp Each

Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet, with 2 pole and earth, metal enclosed plug top along with 20 A "C" curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required. Each

Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enamelled white on both sides, and with inscription in single red colour on front side as required. Each

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) , DCM(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. Installation height upto 20 meters from NGL. 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).

NSI based on 8.15.1 50 Watt Each

NSI based on 8.15.2 70 Watt Each

NSI based on 8.15.3 100 Watt Each

NSI based on 8.15.6 250 Watt Each

NSI based on 1.33 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required for fixing upto all heights. Each

Supply & testing of XLPE insulated aluminium conductor steel armoured power cable of 1.1 KV grade confirming to IS :7089 (part 1) 1988 or latest amendment and as per instructions of official-in-charge.

Laying of one number PVC Insulated and PVC sheathed/ XLPE powe cable of 1.1 KV grade of following size in the exisitng RCC/HUME/Metal pipe as required.

10.5.1 Upto 35 sq. mm Meter

10.5.2 Above 35 sq. mm and upto 95 sq. mm Meter

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.

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

10.7.2 Above 35 sq. mm and upto 95 sq. mm (Clamped with 25x3 mm MS Flat clamp) Meter

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.

11.1.33 4 x 16 sq. mm (28 mm) Each

11.1.22 3.5 x 50 sq. mm (35 mm) Each

11.1.23 3.5 x 70 sq. mm (38 mm) Each

Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refillign etc. as required.

15.14.2 150 mm dia. Meter

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.

15.16.3 120 mm dia (OD-120 mm & ID-103 mm nominal) Meter

Earthing with G.I. earth pipe 4.5 Meter long, 40 mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required. Set

Earthing with G.I. earth plate 600X600X6 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc with charcoal/coke and salt as reqd. Set

Providing and fixing 25mmX5mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including conncection with G.I. nut , bolt, spring, washer excavation and re-filling etc. as reqd. Meter

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

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. Meter

Providing and fixing 25mmX5mm G.I. strip on surface or in recess for connections etc.as reqd. Meter

Add CI @ 21.37% above

Total for DSR Items i/c CI

Central Warehousing Corporation (A Govt. of India Undertaking)

Construction of PEB Warehouse of 50222 sqft Capacity with Ancillary buildings, internal roads, drains, electrification works etc. at CW Jatni (Odisha).

Schedule of Quantity

Schedule-V: - Items of General E&M works not scheduled in E&M works DSR 2025 (Market Rate Items)

Sl. No. MR No. Description Qty Unit Rate Amount Ref

1 AMR 4 x 16 sq. mm Meter

2 AMR 3.5 x 50 sq. mm Meter

3 AMR 3.5 x 70 sq. mm Meter

4 AMR Supply, installation, testing and commissioning of 25 Meter High Mast, totally hot dip galvanized, continuously tappered polygonal cross section (4/4/3 mm), suitable for wind velocity as per IS 875 Part-3, conforming to BS-EN10-025 in two/three sections, as per enclosed technical specification and consisting of all accessories as per enclosed details- (i) Head Frame (ii) Double movable lantern carriage suitable for 12 Nos. of luminaires in symmetrical arrangement (iii) Double drum winch along with bracket (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) 1.5/2 HP Integral power tool motor & manual handle, etc. Job

5 AMR Designing, Manufacturing, supplying, installation, testing and commissioning of MV High Mast control panel made of 14 SWG (2 mm) CRCA Sheet, double door enclosure suitable for outdoor useand internal wired, metal clad, dust, damp and vermin proof, floor standing/ cubical panel board, powder coated with 7-tank treatment, including dismantling of existing feeder panel, complete with following - Incomming - 32 Amp four pole MCB - 'C' curve 10 KA Outgoing - Single pole MCB in each phase Contactor, analog timer for automatic operation Selector switch for manual/ automatic operation selection 3- phase power socket outlet and control switch for motor operation Job

Central Warehousing Corporation (A Govt. of India Undertaking)

Construction of PEB Warehouse of 50222 sqft Capacity with Ancillary buildings, internal roads, drains, electrification works etc. at CW Jatni (Odisha).

Schedule of Quantity

Schedule-VI: Schedule of Items General Firefighting works based on CPWD PAR 2023

Sl. No. Item Description Qnty Unit Rate Amount REF

1 Providing, installing, testing and commissioning complete Fire Fighting System comprising Wet Riser and Automatic Sprinkler System for godown building, based on plinth area rates, including fire pumps (main, standby & jockey), pump house equipment, wet riser mains, down-comers, sprinkler piping network, sprinkler heads, landing valves, hose reels, yard hydrants (if required), valves, supports, fittings, painting, interconnections, testing, commissioning and integration with fire alarm system, complete as per NBC, TAC/Fire Authority guidelines, CPWD specifications and satisfaction of Engineer-in-Charge. Sqm 1200 ( CPWD PAR 2023 -1.5.3 )

2 Providing, installing, testing and commissioning complete Automatic Fire Alarm System for godown building, based on plinth area rates, including addressable fire alarm control panel, smoke/heat detectors, manual call points, hooters/sounders with flashers, cabling, conduits, accessories, integration with fire fighting system, testing, commissioning and approval from statutory authorities, complete as per NBC, CPWD specifications and directions of Engineer-in-Charge. Sqm 600 ( CPWD PAR 2023 -1.6.2 )

Add CI @-22.67% ( CI in PE)