Construction of 34160 MT (1,95,000 sqft) Capacity in 4 units along with internal roads, drains, electrification works, Allied Amenities and Ancillary buildings for CWC at SIPCOT Park, Theni (T.N.).

CENTRAL WAREHOUSING CORPORATION

(A GOVT. OF INDIA UNDERTAKING)

NIT Number E NIT_CWC/CO/Engg. /26-27/09

Name of Work Construction of 34160 MT (1,95,000 sqft) Capacity in 4 units alongwith internal roads, drains, electrification works, Allied AmenitiesAncillary buildings for CWC at SIPCOT Park, Theni (T.N.)

NAME OF CONTRACTOR

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

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

Sd.-III Schedule-I Items of General Civil works Scheduled in Electrical DSR 2022 and Items directly driven from DSR 2023

Sd.-IV Schedule-IV Items of General Electrical works not scheduled in Electrical DSR 2022

Sd.-V Schedule-V Items of General Civil & Electrical works Scheduled in Civil DPAR 2023 and Items directly driven from DPAR 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. /26-27/09

Name of Work Construction of 34160 MT (1,95,000 sqft) Capacity in 4 units alongwith internal roads, drains, electrification works, Allied AmenitiesAncillary buildings for CWC at SIPCOT Park, Theni (T.N.)

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 310408335.97

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

Note Total CWC estimated Cost for this schedule including cost index , labour cess & applicable GST (Rs.) 257328510.52

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

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

NIT Number E NIT_CWC/CO/Engg. /26-27/09

Name of Work Construction of 34160 MT (1,95,000 sqft) Capacity in 4 units alongwith internal roads, drains, electrification works, Allied AmenitiesAncillary buildings for CWC at SIPCOT Park, Theni (T.N.)

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) 118353931.3

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

Note Total CWC estimated Cost for this schedule including cost index , labour cess & applicable GST (Rs.) 118353931.3

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Schedule-III Items of General Electrical works Scheduled in Electrical DSR 2022 and Items directly driven from DSR 2022

NIT Number E NIT_CWC/CO/Engg. /26-27/09

Name of Work Construction of 34160 MT (1,95,000 sqft) Capacity in 4 units alongwith internal roads, drains, electrification works, Allied AmenitiesAncillary buildings for CWC at SIPCOT Park, Theni (T.N.)

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 Electrical works Scheduled in Electrical DSR 2022 and Items directly driven from DSR 2022 7293555.2

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

Note Total CWC estimated Cost for this schedule including cost index , labour cess & applicable GST (Rs.) 9373742.24

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Schedule-IV Items of General Electrical works not scheduled in Electrical DSR 2022

NIT Number E NIT_CWC/CO/Engg. /26-27/09

Name of Work Construction of 34160 MT (1,95,000 sqft) Capacity in 4 units alongwith internal roads, drains, electrification works, Allied AmenitiesAncillary buildings for CWC at SIPCOT Park, Theni (T.N.)

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 not scheduled in Electrical DSR 2022 5875577

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

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

CENTRAL WAREHOUSING CORPORATION (A Govt. of India Undertaking)

Schedule-V: -Items of General Civil & Electrical works Scheduled in Civil DPAR 2023 and Items directly driven from DPAR 2023

NIT Number E NIT_CWC/CO/Engg. /26-27/09

Name of Work Construction of 34160 MT (1,95,000 sqft) Capacity in 4 units alongwith internal roads, drains, electrification works, Allied AmenitiesAncillary buildings for CWC at SIPCOT Park, Theni (T.N.)

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 Civil & Electrical works Scheduled in Civil DPAR 2023 and Items directly driven from DPAR 2023

TOTAL QUOTED PRICE=

Amount Quoted (In Words)

Note Total CWC estimated Cost for this schedule including cost index , labour cess & applicable GST (Rs.) 7126273.01

Central Warehousing Corporation (A Govt. of India Undertaking)

Name of the Work: Construction of 34160 MT (1,95,000 sqft) Capacity in 4 units alongwith internal roads, drains, electrification works, Allied AmenitiesAncillary buildings for CWC at SIPCOT Park, Theni (T.N.)

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 1.1 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 494.1

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.

2.6.1 All kind of Soil cum 177.5

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.

2.8.1 All kinds of soil. cum 260.3

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

4.1.1 2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia metre 352.15

2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. cum 196

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

2.26.1 All Kind of Soil cum 126.8

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

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 :

4.1.5 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) cum 7294.7

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 6812

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 9045.75

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 392.15

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

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

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

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

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 sqm 392.15

11 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.

11.1 5.22.5 Hard drawn steel wire fabric kg 102.2

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

12.1 5.22A.4 Hot rolled deformed bars Kg 107.85

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

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.

5.33.2 All works above plinth level upto floor V level

14.2.1 5.33.2.1. Concrete of M25 grade with minimum cement content of 330 kg /cum cum 9860.4

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 7370.65

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

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.

16.1 6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) sqm 1123.8

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 711.5

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 8752.55

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 117.35

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 133.7

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 5804.35

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 3653.2

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

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

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 172.6

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 614.2

13.1 12 mm cement plaster of mix :

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

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 383

13.4 12 mm cement plaster of mix :

13.4.2 1:6 (1 cement: 6 coarse sand) sqm 343.65

13.5 15 mm cement plaster of mix:-

13.5.2 1:6 (1 cement: 6 coarse sand) sqm 395.35

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 494.3

13.16 6 mm cement plaster of mix :

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

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 262.7

13.37 White washing with lime to give an even shade :

13.37.1 New work (three or more coats) sqm 39.05

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 181.25

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 155.9

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

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 24.85

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 10529.35

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.) per cm depth per cm width per metre length 5.3

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 8.65

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) metre 375.8

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 2784

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 2914.3

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 4148.65

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

47.1.1 19.4.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 metre 2707.65

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 994.3

23.1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.

23.1.1 All types of soil

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 1113.35

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 1255.7

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 1509.8

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 1538.25

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 1538.25

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 321.15

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 357.6

NON SCHEDULED ITEMS

1 NSI 1 Providing and fixing channels for preparing panels of required size and then dewatering of the concrete with vaccum dewatering machine finishing with mechanical trowel with trimix matching (thickness of flooring 75 to 150 mm, along with cutting groove joints at appropriate spacing as per direction of engineer in charge (concrete and steel to be paid separately as per relevent item) cum 635.7

2 NSI 2 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 3.25

3 NSI 3 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; excluding pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. : All works upto plinth level : All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum cum 8902.4

Cost Index as considered during AA/ES -0.171 Below

Central Warehousing Corporation (A Govt. of India Undertaking)

Name of the Work: Construction of 34160 MT (1,95,000 sqft) Capacity in 4 units alongwith internal roads, drains, electrification works, Allied AmenitiesAncillary buildings for CWC at SIPCOT Park, Theni (T.N.)

Schedule of Quantity

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

SN MR No. Description Qty Unit Rate Amount 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

2 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. kg

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

3 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

4 MR5 Providing and fixing at all height, on warehouse roof structure, pre-painted ZINCALUME/GALVALUME roof sheet (Make : Tata Bluescope Steel/ JSW Radiance) profiled roofing sheets of approved profile and colour (as per approved RAL), with profile and pitch as mentioned in technical specs or approved by Engineeer in charge, 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 Batch number

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

Note :60% of the quoted item rate may be relased upon claim by contractor after satisfactory supply and stacking of the sheeting material at the Central Warehouse (CW) campus, as per the instructions of the Engineer-in-Charge, and upon submission of: (a) NABL approved Third-party laboratory test reports, (b) Manufacturer's test certificates (MTCs) , and ( c) An indemnity bond from the contractor affirming material quality and conformance to specifications. The balance 40% payment shall be released after satisfactory installation/erection of the sheeting, including all flashings, closures, and accessories, as per the approved drawings and to the satisfaction of the Engineer-in-Charge.

(a) Roofing sheets over warehoue roof and platform canopy (RAL 9002 ): minimum five major ribs having rib height between 28–32 mm and rib pitch between 180–220 mm sqm

(b) Cladding Sheets over outer wall & Partition works (RAL 9007). minimum five major ribs having rib height between 28–32 mm and rib pitch between 180–220 mm-See technical specifications for special instructions for cladding works. sqm

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 Lysaght / JSW Radiance Seam Lok or equivalent), laid over steel purlins without any exposed fasteners. Sheets shall have anti-capillary grooves and return legs at end ribs, and subtle square fluting in pan. Installation shall be carried out using factory-supplied ST concealed clips, securely fastened to the steel structure using stainless steel fasteners. Sheet seaming shall be done using manufacturer-recommended seam closing tools to ensure thermal movement, air-tight sealing, and watertight finish without sheet perforation. All overlaps, joints, and terminations shall be treated with compatible sealants and accessories. Coil Specifications - The base steel of sheet material shall be 0.52 mm Base Metal Minimum Thickness (BMT) substrate and 0.6 mm minimum Total Painted Thickness (TPT), coated with hot-dipped Aluminium Zinc alloy coating AZ150 (i.e. minimum of 150 g per Sqm Al-Zn alloy coating mass total on both sides) having yield strength of 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. sqm

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 Batch Number.

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

Note : 60% of the quoted item rate may be relased upon claim by contractor after satisfactory supply and stacking of the sheeting material at the Central Warehouse (CW) campus, as per the instructions of the Engineer-in-Charge, and upon submission of: (a) NABL approved Third-party laboratory test reports, (b) Manufacturer's test certificates (MTCs) , and ( c) An indemnity bond from the contractor affirming material quality and conformance to specifications. The balance 40% payment shall be released after satisfactory installation/erection of the sheeting, including all flashings, closures, and accessories, as per the approved drawings and to the satisfaction of the Engineer-in-Charge.

MR7 Providing and fixing factory-formed colour coated Galvalume ridge profile in cover width ranging from 1200-1500 mm as per approved drawing of approved make (Tata Bluescope Colorbond / JSW Radiance or equivalent) in matching profile and colour to roof sheeting, made from precoated coil of base metal thickness not less than that of the roof sheet, aluminium-zinc alloy coating of AZ150 (minimum 150 g/m² total), minimum yield strength 550 MPa, and factory-applied Super Durable Polyester paint coating system of total DFT not less than 35 microns, including supply and fixing of UV-resistant foam filler blocks or equivalent profile-matched accessories to seal the gap between ridge and roof sheet, with all necessary self-drilling fasteners, EPDM washers, sealants, and overlaps to ensure a watertight joint, complete in all respects as per manufacturer’s specification and as directed by the Engineer-in-Charge. 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 or equivalent) fabricated from precoated coils of base metal thickness not less than that of the adjoining sheeting, with aluminium-zinc alloy coating of AZ150, minimum yield strength 550 MPa and paint system with total DFT not less than 35 microns in matching colour to the cladding/roofing system, including making proper overlaps, fixing with self-drilling fasteners and EPDM washers, application of sealants, cutting to required shapes and lengths, and finishing edges with appropriate closures to ensure dustproof and watertight construction, complete all as per manufacturer’s specifications and as directed by the Engineer-in-Charge.

A in sizes Upto 300mm metre

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 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

A. Supply, fabrication, painting and erection of Roof Truss syste. The truss shall include the members of high tensile steel of grade E350 made of ROUND/RECTUANGULAR/SQUARE HOLLOW SECTIONS as per IS:2062:2011 with Purlins. connecting with the plates (E350 grade) & bolts of grade 8.8 (connecting bolts) and grade 4.6(for anchor bolts) including purlins (secondary members- Z or C sections) in cold formed steel, 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

Fabricated members shall be shot-blasted to SA 2.5 surface finish as per ISO 8501-1 and given one coat of approved epoxy zinc phosphate/zinc chromate primer (DFT not less than 40 microns) followed by two coats of epoxy-based polyurethane paint in approved RAL shade (e.g., RAL 7024 on columns and RAL 9002 on rafters or other colour scheme as approved by Engineer in charge), with total dry film thickness (DFT) not less than 120 microns unless otherwise specified. Painting to conform to IS 1477 Part 2 and manufacturer’s datasheet. All structural steel materials must be accompanied by manufacturer’s test certificates (MTCs) for physical and chemical properties, to be submitted to Engineer-in-Charge prior to fabrication. Third-party lab tests, if ordered by CWC, shall be at contractor’s cost. All erection shall be done using cranes, proper rigging equipment, plumb alignment and bolting to achieve structural integrity. No site cutting or welding shall be permitted unless approved in writing. Holding-down bolts and templates shall be supplied and fixed prior to concreting of foundations as per foundation layout drawings.

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

9.1 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 Roof truss system, 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 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-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 as directed by Engineer-in-Charge. The louvers shall be made from colour-coated steel sheets of approved make (TATA Bluescope / JSW Radiance or equivalent), and formed into aerodynamic S-profile blades mounted at uniform spacing inside a louver frame. Each louver panel shall be of standard size 600 mm height (or as per approved drawing) and factory-assembled to maintain structural alignment and water resistance. The louver opening shall be provided with a birdscreen fabricated from Stainless Steel 304 welded wire mesh of aperture size 12.7 mm × 1.1 mm (wire diameter), securely fixed on the rear side of the louver frame with concealed fasteners or rivets. The entire frame of the louver shall be fabricated from the same PPGL sheet as that of the blades and fixed to the cladding/structural wall using self-drilling stainless steel screws with EPDM washers at required intervals, complete with silicone sealing around periphery to ensure weather-tightness. The item includes all materials, fabrication, transportation, lifting, scaffolding, fixing, anchoring, cutting to fit around columns or wall contours, rivets, sealants, labour, and all incidental works complete, as per approved technical specifications and as directed by the Engineer-in-Charge. 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, such as DCP / BASF MasterFlex 474 / Sika / Fosroc or equivalent, as approved by the Engineer-in-Charge. The lower portion of the joint shall be filled with a compressible closed-cell polyethylene backer rod of suitable diameter to ensure correct joint geometry and prevent three-sided adhesion. The item includes groove cutting, surface preparation, backer rod installation, sealant filling, masking, finishing, removal of excess material, tools, equipment, cleaning, protection, and disposal of waste, complete in all respects as per manufacturer’s specifications and directions of the Engineer-in-Charge. 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, such as Sika / Fosroc or equivalent, all complete as per manufacturer’s specifications and as directed by the Engineer-in-Charge. The item includes all labour, equipment, surface preparation, masking, sealant application using manual or pneumatic gun, finishing, removal of masking, cleaning, and protection until acceptance. metre

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.

MR-22 Supplying and fixing of parts for rooling shutters of size 6' x 8' or more in size/clear opening Worm Wheel set & plates Each

MR-23 Gear box Each

MR31 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

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 (Hilti/HIL/HFS or equivalent), complete with galvanized washers and protective end caps. All fasteners shall be torque-tightened and installed with minimum 100 mm edge distance from concrete edges. Bumpers shall be installed at a minimum 50 mm clear height above floor level to avoid water stagnation at base. The item includes supply, loading, transportation to site, surface preparation of fixing location, drilling, fixing of anchor fasteners, positioning of bumper as per approved shop drawings and manufacturer's guidelines, testing of anchorage, and final handing over in working condition. The product shall be sourced from a reputed OEM such as Durocrete, Tirupati Rubbers, ATS ELGI, or equivalent, having a proven track record in heavy-duty warehouse applications. All work shall be carried out as per the instructions of the Engineer-in-Charge. 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. Each

Central Warehousing Corporation (A Govt. of India Undertaking)

Name of the Work: Construction of 34160 MT (1,95,000 sqft) Capacity in 4 units alongwith internal roads, drains, electrification works, Allied AmenitiesAncillary buildings for CWC at SIPCOT Park, Theni (T.N.)

Schedule of Quantity

Schedule-I Items of General Electrical works Scheduled in Electrical DSR 2022 and Items directly driven from DSR 2023

S.No Description of the Materials Quantity 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. 3x1.5 sq.mm Meter DSREM22 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. 4x1.5 sq.mm Meter DSREM22 1.17.4

Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 5x1.5 sq.mm Meter DSREM22 1.19.5

Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 6x1.5 sq.mm Meter DSREM22 1.17.6

Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 7x1.5 sq.mm Meter DSREM22 1.17.7

Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 3X4 sq.mm Meter DSREM22 1.17.21

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. 20 MM Dia Meter DSREM22 1.20

Supplying and fixing of 32 mm dia X 2.00 metres long G.I. pipe (medium class) bracket for mounting of fluorescent / HPMV / HPSV street light fitting on pole including bending the pipe to the required shape, 2 nos 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. as required. Each DSRE M22 12.34

Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. Each DSREM22 1.33

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 DSREM22 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) way , 16 Way Double door Each DSREM22 2.3.4

Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "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 DSREM22 2.10.1

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. 63 amps Each DSREM22 2.15.3

Supplying and fixing following rating, double pole, (single phase and neutral), 240 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. 25 amps Each DSREM22 2.14.1

Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. Each DSREM22 2.11

Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connection, painting etc. as required. Each DSREM22 1.30

Supplying and fixing , 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 DSREM22 2.4.1

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 enameled white on both sides, and with inscription in single red colour on front side as required. Each DSREM22 2.21

Supplying and fixing 20 amps, 415 volts, TPN industrial type, socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 20 amps "C" curve, TPMCB, 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 DSREM22 2.19

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. 3½ X 120 sq. mm (45mm) Each DSREM22 9.1.25

Supplying and laying of following size owe HOPE pipe .lSI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required. 90 mm dia (OD-90 mm & ID-76 mm nominal) Meter DSREM22 14.16.2

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 refilling etc as required. 300 mm dia Meter DSREM22 14.14.4

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 DSREM22 7.5.1

Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required. Upto 35 sq. mm (clamped with 1mm thick saddle) Meter DSREM22 7.8.1

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. Above 95 sq. mm and upto 185 sq. mm Meter DSREM22 7.5.3

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 DSREM22 7.7.1

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. Meter DSREM22 7.7.1 1668

Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, 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) 6 way (4 + 18), Double door Each DSREM22 2.4.2

Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "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 32A Each DSREM22 2.10.5

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 steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required. Group C Each DSREM22 1.1.3

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 steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required. Group B Each DSREM22 1.1.3 10

Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Meter DSREM22 1.7.2

Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required 2 X 4 sq. mm + 1 X 4 sq. mm earth wire Meter DSREM22 1.7.3

Brush Less Direct Current (BLDC) Fan with Remote 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%, remote (preferably mobile app based) 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 DSREM22 19.1

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 DSREM22 1.32

Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, “C” curve including connections, painting etc. as required. Each DSREM22 1.57

Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. Each DSREM22 5.2

Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. Meter DSREM22 5.15

Supplying and installing following size of perforated pre-painted M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required. 150 mm width X 50 mm depth X 1.6 mm thickness Meter DSREM22 4.1.2

Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. Meter DSREM22 5.16

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 DSRE M22 6.2

Fixing of lightning conductor finial (single prong) with base plate including holes etc. complete as required. Meter DSRE M22 6.3

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 DSRE M22 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 DSRE M22 6.8

(a) Supplying, installation, testing and commissioning of diesel engine driven main fire pump suitable for automatic operation and consisting of following, complete in all respects, as required : (Diesel Driven Pump) (b) Horizontal type, multistage, centrifugal pump of cast of iron body and bronze impeller with stainless steel shaft, mechanical seal conforming to IS 1520. (c) Suitable HP, 1500 RPM water cooled with radiator, diesel engine conforming to relevant IS standard complete with auto starting mechanism, 12 /24 volts electric starting equipment, diesel tank, exhaust pipe extended upto 10 m outside pump house duly insulated with 50 mm thick glass wool with 1.0 mm thick aluminium sheet cladding, residential silencer, instruments and protection as per standard specification, stop solenoid for auto stop in the event of fault with audio indications, painted with post office red colour etc. as required. (d) M.S fabricated, common base plate, coupling, coupling guard, foundation bolts etc. as required. (e) Suitable cement concrete foundation duly plastered and with anti vibration pads.

2280 Ipm at 70 m Head Each 612065 DSR EM 18.2.5

(A) Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump) (B) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS: 1520 (C) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-'F' insulation, conforming to IS-325. (D) M.S. fabricated common base plate, coupling, coupling guard, foundation bolts etc. as required. (E) Suitable cement concrete foundation duly plastered and with anti vibration pads.

900 Ipm at 35 m Head each 101859 DSR EM 18.4.1

Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :

100 mm dia metre 2555 DSR EM 18.7.7

200 mm dia (wall thickness 6.3 mm) metre 5463 DSR EM 18.7.9

Providing, installation, testing and commissioning of stainless steel Y-strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange.

100mm dia each 6664 DSR EM 18.15.2

200mm dia each 22265 DSR EM 18.15.4

Supplying, fixing, testing & commissioning of double flanged sluice valve of rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets and conforming to IS 780 of following sizes as required :

100mm dia each 14641 DSR EM 18.12.5

200mm dia each 39332 DSR EM 18.12.7

Total Amount of DSR Electrical

Central Warehousing Corporation (A Govt. of India Undertaking)

Name of the Work: Construction of 34160 MT (1,95,000 sqft) Capacity in 4 units alongwith internal roads, drains, electrification works, Allied AmenitiesAncillary buildings for CWC at SIPCOT Park, Theni (T.N.)

Schedule of Quantity

Schedule-IV Items of General Electrical works not scheduled in Electrical DSR 2022

S.No Description of the Materials Quantity Unit Rate Amount Ref

1 Supplying, Installation, Testing and Commissioning of 40W LED Well Glass Light Fitting suitable for 230–240V, 50Hz AC supply, industrial type, complete with pressure die-cast aluminium housing with heat sink, UV-stabilized polycarbonate lens/diffuser, constant current isolated electronic driver, with minimum 5000 lumens output and system efficacy not less than 125 lm/W, power factor ≥ 0.95, THD ≤ 10%, CCT 5700K, CRI ≥ 70, beam angle 90°, internal surge protection, IP65 protection against dust and water ingress, IK07 mechanical impact resistance, Class-I electrical protection, suitable for operating temperature range –20°C to +50°C. The fitting shall be complete with hook/eye bolt mounting arrangement, safety chain, cable gland, internal wiring, connection to existing wiring including proper earthing, testing and commissioning as required and as per the direction of Engineer-in-Charge. The luminaire shall be provided with a comprehensive onsite warranty of 5 (Five) years from the date of handing over, covering LED module and driver against manufacturing defects and performance failure. Each EMR1

Supplying, Installation, Testing and Commissioning of 70 Watt LED Street Light Luminaire suitable for 230V, 50Hz AC supply, complete with pressure die-cast aluminium housing powder coated, UV stabilized polycarbonate diffuser, high efficiency LED module with minimum system efficacy ≥120 lm/W, CCT 5700K, CRI ≥70, PF ≥0.95, THD ≤10%, IP66 protection, inbuilt surge protection device (minimum 4kV), constant current driver, suitable for pole mounting, operating temperature –10°C to +45°C, complete with mounting bracket, nut bolts, glands, connection to existing wiring including earthing, testing and commissioning as required at site. Each EMR2

Supplying testing and installation of 100 watt LED Floodlight System Wattage 100W Luminous flux (±10%) 12,000 lm Luminaire efficacy 120 lm/W Correlated Color Temperature 5700K (5665 ± 355K) Color Rendering Index >70 Maintenance of lumen output 50,000 hrs. Operating Temperature Range -10C to 50CInput Voltage 120 to 277V AC Input Frequency 50 Hz System Current in Amp. @240V AC 0.21A Power Factor >0.95 THD (@240V) <10% Built-in Surge protection 4 kV Ingress Protection IP65 Mechanical impact protection IK07 with complete drive and accesoreies required to install the light on the wall as per the instruction of the engineer incharge Each EMR3

Supplying and fixing 100A rating, 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 EMR4

Supply and installation of Type 2 AC Surge Protection Device (SPD) suitable for 420V AC, 3+1 pole configuration (L1, L2, L3 + PE), designed to protect low voltage electrical systems against transient overvoltages as per IEC 61643-11. The SPD shall be metal oxide varistor (MOV) based, suitable for DIN rail mounting, housed in thermoplastic flame-retardant material (UL94-V0), IP20 protection class, and capable of operating in temperature range –40°C to +70°C. The item includes all necessary connections, accessories, and mounting arrangements as required and as per direction of Engineer-in-Charge. Each EMR5

Supplying, installing, testing, and commissioning of Type 2 Single Phase Surge Protection Device (SPD) suitable for 230V, 50Hz AC supply system, complying with IS/IEC 61643-11. The SPD shall have a nominal discharge current (In) of minimum 10kA and maximum discharge current (Imax) of minimum 20kA (8/20 μs waveform), voltage protection level ≤1.5 kV, and a visual fault indicator. The SPD shall be mounted on a DIN rail inside the distribution board or separate enclosure as required, and shall be properly connected to earth using minimum 6 mm² copper wire. Complete in all respects including all accessories for proper operation. Make: Siemens / Schneider / L&T / OBO / DEHN or equivalent approved. Each EMR6

Supplying, installation, testing and commissioning of LT Sub Panel Board, floor/wall mounted, fabricated out of 2.0 mm thick CRCA sheet steel, dust and vermin proof, powder coated, suitable for 415V, 3 Phase, 4 Wire, 50 Hz AC supply, complete with busbars, internal wiring and earthing arrangements, comprising of the following: • 1 No. 160A TPN MCCB incomer (25kA breaking capacity or as required) • 2 Nos. 100A TPN MCCB outgoing feeders • 2 Nos. 63A TPN MCCB outgoing feeders • Suitable copper busbars (electrolytic grade) with heat shrinkable sleeves • Neutral and earth busbars of adequate rating • Phase indication lamps with control MCB • Digital voltmeter with selector switch • Interconnections with copper links • Cable glands, gland plates and termination arrangement • Earthing with 2 Nos. earth studs • Proper labeling and danger notice plate Each EMR7

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. 3.5 X 120 sq.mm Meter EMR8

Supply, installation, testing and commissioning of new LT electrical service connection including preparation and submission of application to TNEB, payment of necessary charges, arranging inspection, providing approved energy meter, meter box, service cable from TNEB pole to meter, earthing as per TNEB standards, obtaining safety certificate from licensed electrical contractor, and securing sanction/approval from TNEB for connected load of upto 110 kW / (Three Phase) complete in all respects as directed by Engineer-in-Charge and as per TNEB rules and regulations Job EMR9

Supplying, fixing, testing and commissioning of three phase, 4-wire, CT operated, static electronic energy meter, accuracy class 1.0 or better, conforming to IS 14697/IEC standards and TNEB regulations, suitable for LT service, with LCD display, tamper-proof features, optical port, AMR compatibility, housed in weatherproof polycarbonate meter box with sealing arrangement, complete with: • MCCB at the main incomer of suitable rating (as per connected load, 35kA/50kA breaking capacity, adjustable thermal–magnetic release). • HRC fuse carriers with links as required on incoming/outgoing sides. Proper earthing, lugs, glands, wiring, and sealing provisions. The scope includes complete installation, connections, testing and commissioning in presence of TNEB officials as per regulations. Job EMR10

Sub Distibution Pannel 1: Supply of 3 phase and Neutral 415V 4 wire Free Standing Floor mounted double door MV panel made out of 2mm thick CRCA sheet for main frame and 2mm thick partitions after seven tank process and painting with Epoxy powder coating. The panel shall consist of suitable rating TPN Al busbar (at the rating of 1.6A/Sq.mm) supported with DMC/ SMC barriers and color coded with Heat shrinkable sleeves. The Metering shall be provided as specified. The panel shall have Short circuit withstanding capacity of minimum 50KA and consist of the switchgear as mentioned below. The PCC shall have at least two spare cubicles. The size of all Panel Mounting Meters shall be 96X96mm. The Panels shall be mounted on U channels including supply and fixing of the same. All MCCB rating 300A and above shall be with microprocessor releases All MCCBs below 300A shall be with adjustable thermal magnetic based releases. All MCCBs shall be with spreader links and rotary handle. All breakers shall be over load & short circuit releases with Icu=100% Ics. All Controlling wiring shall be FRLS cables, all the bus bar sleevs shall be Heat shrinkable kits. INCOMING: (a) 400A, 50KA FP MCCB with extended rotary handle, spreader terminals and magnetic release based Over load, short circuit releases, etc. - 1set (b) Busbars : 500A TPN Al busbars - 1 set (Neutral shall be 100% Phase busbar) OUTGOING: (a) 100A, 4Pole, 25kA MCCB with extended rotary handle, spreader terminals and magnetic release based Over load, short circuit releases, etc. . - 5 Nos: (b) 250A 4Pole, 25kA MCCB with Thermal release, extended rotary handle, spreader terminal with cable connection provision etc. - 1 Nos: (c) 63A 4 pole ,25LA MCCB with Thermal release, extended rotary handle, spreader terminal with cable connection provision etc. - 4Nos: C) Some spare 3 No for future need METERING PANEL:A multifunction energy meter for a tender should include specifications like voltage and current ratings, accuracy class, communication protocols (like Modbus or BACnet), and the ability to measure parameters like voltage, current, active power, reactive power, apparent power, power factor, and energy (both active and reactive) One in each outgoing and incoming (iii) LED Phase indication lamps with individuals MCBs and control with toggle switches- 1set in each out going feeder. Job EMR11

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. 3.5X 95 sq. mm Meter EMR12

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. 4 X 35 sq. mm Meter EMR13

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. 4 X 25 sq. mm Meter EMR14

Supply & testing of XLPE insulated Al 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. 4 X 16 sq. mm Meter EMR15

Supply & testing of XLPE insulated copper 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. 5 x 2.5 sq. mm Meter EMR16

Supply and installation of IP65 waterproof 4-way junction box Suitable for outdoor/external wiring terminations and field cable junctions. made of UV-resistant thermoplastic/polycarbonate, with 4 entries, terminal/connector plate, suitable for cable sizes up to 25 mm². The enclosure shall include neoprene gaskets, mounting screws, IP-rated cable glands, and all necessary internal fittings, ensuring dustproof and waterproof sealing (IP65). The item includes complete installation with all accessories, as per direction of Engineer-in-Charge. Make: Equivalent to Hensel / WAGO / Polycab / HPL / approved equivalent Each EMR17

Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "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 63A MCB Each EMR18

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 140- 270 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). 36 watt Each EMR19

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 140- 270 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). 18 watt Each EMR20

Supplying, installation, testing and commissioning of Exhaust Fan of approved make, in the existing opening/ making suitable hole in the wall and finishing the same, including necessary mounting arrangements, providing proper supports, flexible connection, suitable size 3-core flexible copper cable up to ceiling rose/ connector block, earthing of body, making good the damages, and giving satisfactory performance test at site, complete as required, conforming to IS: 2312. Exhaust Fan – 300 mm sweep, 900 RPM, single phase, 230V AC, including louvers/shutters. Each EMR21

Supplying, installation, Testing & Commissioning of following capacity at full load (Unity Power Factor) ON LINE Uninterrupted Power Supply (UPS) system suitable for Single Phase input, Single Phase output AC Supply. The UPS shall include a Rectifier, inverter, battery bank suitable for 30 minutes back up (Battery VAH capacity shall not be less than 1600 VAH per KVA of UPS rating per Hour backup time) on full load (Battery shall be VRLA, SMF in ABS Container) and Static Bypass switch along with provision for manual bypass, suitable isolation transformer for additional protection against neutral faults etc. The UPS systems shall be Microprocessor based Digital Control, using Insulated Gate Bipolar Transistor (IGBT)'s both for the rectifier & inverter with PWM (Pulse Width Modulation) Technology. The quality of design, manufacturing and inspection process should confirm to the relevant Inter-national standards such as IEC/EN/VDE. The operating efficiency of the UPS systems shall be >95% at 100% non-linear loads. Current total harmonic distortion(ITHD)/ total demand distortion (TDD) on the input grid shall be < 5% at 100 %load. (The required LC filters shall be included in UPS cost), extreme power factor kit to be include to limit the input pf to 0.99 and output power factor shall be unity (i.e. kw rating of the UPS shall be kva rating x 1 ) however UPS shall be suitable to take load at 0.7 laging to 0.7 leading power factor loads. UPS shall be suitable for incoming supply AC single phase 160-270V 50 Hz and delivering output AC supply true sine wave single phase 220/230/240 Volt, 50 Hz +/- 0.2Hz, Overload capacity of 120% for 10 mins and 150% for 1 minute. Operating temperature 0 to 40 0C, Relative humidity 0-95% non condensing, noise level less than 60db at 1 meter distance, Protection for Under voltage, over voltage, abnormal output voltage, battery over charging, output over current, shortcircuit, battery deep discharge , 10 KV surge. Display for watt/VA,Amp and Voltage power parameters etc. UPS shall comply with low voltage electromagnetic compatibility (EMC) achieved as per EN 6204, EN6204 Part I and Part 2, it shall be a Voltage and Frequency Independent (VFI) type UPS (as per standard IEC 62040-1, 2 & 3) . The UPS should be with IGBT Based Inverter Technology, Communication RS232/ RS485/ SNMP port open protocol for BMS integration as per approved by Engineering in charge. Required battery racks, DC breaker of suitable rating and interconnecting copper conductor cable of suitable size and connectors and all required accessories are inclusive in the cost. The UPS should have QR code which should contain drawing, test report OEM manual, Geo- Tag of manufacturing location etc 6kva Each EMR22

Supplying , Installation, Testing and Commissioning of Air Cooled Hi Wall split type Air conditioners complete with Indoor unit(IDU), Out door unit (ODU), surface / concealed copper Refrigerant piping with insulation (closed cell elastomeric nitrile rubber tubular pipe section) upto 3 Mtr (IDU to ODU), copper power cable upto 3.5 Mtr (IDU to ODU) i/c drain pipe R-32/R-410/ R-407 Green Refrigerant, wireless Remote control, suitable for working between 180- 260V with low & high voltage cutoff and 50 hz ,1 phase AC supply capable of performing cooling, dehumidification, air circulation of following capacity with Scroll / rotary compressor. The system shall be able to deliver 100% of the rated capacity upto 42 0C. Min 5 year Original Equipment Manufacturer (OEM) warranty both compressor and Printed Circuit Board (PCB). Must comply : Electrical cable IS 694 or IS 9968 temperature sensing control IS /International Electrotechnical Commission (IEC) 60730, hermetic compressor IS 10617, heat exchanger IS 11329, capacitor IS 2993 and motor IS 12615. Complete as per CPWD specification and IS : 1391 Part II 2023. The system shall be able to operate up to 50 0C (out door ambient temperature). 1.5 TR with 5 Star BEE Rating Each EMR23

Supplying, installation, testing and commissioning of 9.0 metre high hot dip galvanized octagonal street light pole made out of MS sheet, continuously tapered, suitable for wind load as per IS 875 (Part-3), with minimum 70 micron hot dip galvanization, including the following: a) Single arm bracket (1.0–1.5 metre length) suitable for LED street light luminaire b) Base plate of suitable thickness welded at bottom c) Anchor/foundation bolts (minimum 4 Nos., 20mm dia with nuts, washers and templates) d) Cable entry provision with junction box and terminal connectors e) Excavation for foundation f) PCC/RCC foundation of suitable size as per approved structural design g) Erection of pole with proper alignment and verticality h) Grouting, curing and making good the surface i) All complete as required at site. Each EMR24

Automatic Power Factor Correction (APFC) (50kvr) System Supply, Installation, testing and commissioning of Automatic Power Factor Correction (APFC) panel, indoor type floor mounted free standing totally enclosed, extendable, IP 42, of following capacity for 3 phase, 415 V + 10 %, 50 Hz AC System for Ambient temperature -5°C to +40°C, fabricated in compartmentalised designed made of CRCA sheet steel of 2.0mm thick for framework & covers, 3 mm thick for gland plate i/c cleaning & finishing complete with 9 tank process for powder coated of approved shade ( RAL 7032-Siemens Gray or as approved by Engineer-in-Charge), having front section (switch gear and control accessories) and rear section capacitor and reactor, front and rear access, having suitable current carrying capacity, extensible TPN Aluminium alloy bus bar of high conductivity, DMC/SMC bus bar supports, bottom base channel of MS Section, fabrication shall be done in transportable section, entire panel shall have common copper earth bar of minimum size of 25mm x 5mm with 2 nos. earth studs, the earth terminals provided on the body of capacitor bank shall also be bonded to the main capacitor panel earth bus with 2 nos. 8 SWG or 6 SWG GI earth wires/ equivalent size of copper conductor cable, forced ventilation for maintaining temperature rise not more than 5°C from ambient, interconnections, connections with 14% detuned reactor and heavy duty 525 V ISI marked Impregnated MPP(Metalized Polypropylene) Capacitor (IS 13340 Part -1 & 2) APFC Panel shall be in compliance with IS :16636 & CPWD Specifications etc. as per below details. (A) Incomers Suitable capacity MCCB Microprocessor base with O/C, S/C, E/L release of TPN 50KA breaking capacity (Ics=Icu), ON, OFF, Trip, R, Y, B - LED Indicating Lamp set along with required Instruments and accessories with extended rotary handle and door interlocking arrangement. Current rating of the Incomer in ampere shall be APFC Panel rating in KVAR x 1.4 x 1.5 or Nearest higher standards rating. (B) Instruments & Indications i) 3-Phase current sensing APFC microprocessor relay/controller , advance 8/12 stages (8 stages for capacity below 100 KVAR and 12 stages 100 KVAR & above) with Communication Ethernet/RS485/SNMP port open protocol for BMS integration as per approved by Engineering in charge and having display of Phase wise V, A, PF, Cos-Phi, Kw, KVA, KVAR, THD-V , THD-I, harmonics up to 31 level. 3 nos of dual core CT's accuracy class 1, 15VA at incomer of PCC Panel for APFC relay. ii) Auto Manual Selector switch, auxiliary contactors with timer for delay in manual mode. iii) Digital Multi function meter with LED Display for V, A, PF, KW, KVA, KVAR, THD-V & I, Frequency. iv) Suitable rating control transformer shall be provided for control and indication circuit. v) All components like control transformer, meter, relay and indicating lamp shall be protected by using suitable rating individual MCB's. vi) Wiring of the control circuit shall be done by using 2.5 sq mm, FRLS/HFFR 1100 V grade, PVC insulated multi stranded copper control wire. (C) Bus Bars 1.3 Amp per Sq.mm,TPN, Electrolytic grade Aluminium bus bar of capacity 1.25 times of incomer rating as per CPWD specification. (D) Outgoings (APFC Section) Selection of the capacitors combinations shall be for continuous rating and each capacitor bank shall have suitable capacity Heavy Duty ISI Marked Capacitor, capacitor duty contactor,the capacitor shall be mounted on channel with base of perforated M S Powder coated sheet, connections inter connections etc. and other features as per CPWD Specifications and relevant IS Code having following: (i) Capacitor bank ratings & stages shall be as per the technical specifications sheet of NIT. (ii) Capacitor will be MPP self healing type with discharge resistor, pressure release mechanism. (iii) Since Capacitor Voltage is 525 Volts, thus higher KVAR has to be considered to get rated output at 415 Volts. (iv) 14% Detuned Reactor of class H insulation & 150% linearity in series with Capacitor. (Note: Technical specifications sheet for selection of the capacitors combinations shall be provided by the NIT Approving Authority with due consideration of number of capacitors i.e. 1 KVAR, 2 KVAR, 3 KVAR, 5 KVAR, 10 KVAR for smooth correction). 50Kvr Each EMR25

Supply, installation, testing and commissioning of 4 kg ABC Dry Chemical Powder (DCP) Fire Extinguisher (stored pressure type), suitable for Class A, B & C fires, complete with discharge hose, pressure gauge, safety pin, wall mounting bracket and all accessories, ISI marked conforming to IS 15683, installed and commissioned as per IS 2190 & NBC 2025. The item shall include minimum 5-year comprehensive warranty covering cylinder, valve, and accessories. each EMR26

Supply, installation, testing and commissioning of 6kg CO₂ Fire Extinguisher, suitable for Class B and electrical fires, complete with seamless steel cylinder, discharge horn, high-pressure valve assembly, safety pin, wall mounting bracket and all accessories, duly ISI marked and conforming to IS 2878. The extinguisher shall be supplied fully charged and installed at site as per IS 2190 & NBC 2025 guidelines, including fixing, labeling, testing and commissioning, complete in all respects. The item shall include 5-year comprehensive warranty covering cylinder, valve assembly, discharge horn and all accessories, including repair/replacement of defective parts during the warranty period. each EMR27

Supply, installation, testing and commissioning of 6kg Water Type Fire Extinguisher (stored pressure type) suitable for Class A fires, complete with internally coated MS cylinder, squeeze grip valve, discharge hose, nozzle, pressure gauge, safety pin, wall mounting bracket and all accessories, duly ISI marked and conforming to IS 940 / IS 10204. The extinguisher shall be supplied fully charged and installed at site as per IS 2190 & NBC 2025 guidelines, including fixing, labeling, testing and commissioning, complete in all respects. The item shall include 5-year comprehensive warranty covering cylinder, valve assembly, hose, nozzle, pressure gauge and all accessories, including repair/replacement of defective parts during the warranty period. each EMR28

Providing, fabricating, supplying and placing fire bucket stand with 6 Nos. fire buckets, conforming to IS 2546 and as per IS 2190, complete as required. The fire buckets shall be of 9 litre capacity, made of galvanized steel sheet of minimum 24 SWG (≈0.63 mm thickness), of deep drawn/conical shape, provided with handle and grip, painted inside and outside with two coats of synthetic enamel paint (fire red) over one coat of primer, and marked “FIRE” / “SAND” in white paint. The bucket stand shall be fabricated from MS angle sections not less than 35×35×5 mm and MS flat not less than 50×6 mm, including base frame, supports and bracing, all joints properly welded, finished smooth and painted with one coat red oxide primer and two coats synthetic enamel paint (fire red). The buckets shall be filled with clean dry sand (3 Nos.) and water (3 Nos.) and placed at designated locations ensuring accessibility and visibility. The item includes all materials, fabrication, painting, transportation, loading/unloading, labour, tools & tackles, minor civil works such as grouting/fixing (if required), complete in all respects. Set EMR29

Central Warehousing Corporation (A Govt. of India Undertaking)

Name of the Work: Construction of 34160 MT (1,95,000 sqft) Capacity in 4 units alongwith internal roads, drains, electrification works, Allied AmenitiesAncillary buildings for CWC at SIPCOT Park, Theni (T.N.)

Schedule of Quantity

Schedule-V Items of General Civil & Electrical works Scheduled in Civil DPAR 2023 and Items directly driven from DPAR 2023

SLNo DPAR 2023 No. Description Qty Unit Rate Amount

Office Block and Ancillary Buildings

1 A Design, Engineering, Proof Checking, Procurement, and Construction of the 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) Office block (RCC framed) sqm

b) Electricity room / Panel Room sqm

c) Santri post, sqm

d) Labour hut, public toilets & drinking water facilities sqm

Cost Index as considered in AA/ES Below