CONSTRUCTION OF CHANNANAKERE LIS IN SRIRANGAPATNA TALUK MANDYA DISTRICT

TENTATIVE PHYSICAL / FINANCIAL ACTIVITY CHART

Construction Of Chananakere LIS in Srirangapatna Taluk Mandya

Total Duration - 11 Months (Including Monsoon)

Sl. No. ITEM CODE Activity Unit Quantity Rate Amount ( in Rs) Physical Financial Progress (in lakhs)

1st Month 2nd Month 3rd Month 4th Month 5th Month 6th Month 7th Month 8th Month 9th Month 10th Month 11th Month Total Check

PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL FINANCIAL PHYSICAL

1 Item Code-1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Cum 176.52 106.13 18734.0676 176.52 18734.07 176.52 18734.07 0.00 0.00

2 Item Code-2 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Cum 109.73 377.69 41443.9237 109.73 41443.92 109.73 41443.92 0.00 0.00

3 Item Code-3 Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations complete.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Cum 10.71 6188.34 66277.1214 5.71 35335.42 5.00 30941.70 10.71 66277.12 0.00 0.00

4 Item Code-4 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, centering, formwork and scafolding and all other appurtenances required to complete the work as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice canal and other allied works like abutments/wing walls/returns/cutoff walls works & all necessary works as directed and complete as per specification.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Cum 33.13 7094.10 235027.533 3.13 22204.53 10.00 70941.00 20.00 141882.00 33.13 235027.53 0.00 0.00

5 Item Code-5 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Tonne 12.53 79011.00 989731.2915 3.53 278908.83 4.00 316044.00 5.00 394778.46 12.53 989731.29 -0.00 0.00

6 Item Code-6 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works 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.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Cum 262.53 266.00 69832.98 162.53 43232.98 100.00 26600.00 262.53 69832.98 0.00 0.00

7 Item Code-7 Fabrication, supply, erection, testing and commissioning of sliding type vertical lift gate consisting of skin plate, horizontal and vertical stiffeners, seal seats, sponge rubber seals lifting handles & all necessary works with all accessories for vented dam / field channel including cost of all materials, labour, cutting, aligning, welding, finishing, cleaning, applying two coats of anti-corrosive bituminous black paint over a coat of zinc chromate red oxide specifications and primer paint, seal fixing & all necessary works complete as per approved drawings and as directed and complete as per specification.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. 1 set 1358.06 201.00 272970.06 1358.06 272970.06 1358.06 272970.06 0.00 0.00

8 Item Code-8 Design, fabrication, supply, erection and commissioning of embedded parts consisting of liners for trash rack grooves ( for coarse and fine screenS ) with all accessories for pump house intake structure including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint and all other ancillary operations complete as per specifications and approved drawings. Note:1. Wt of 1 set of embedded parts in tonnes = 100 to 125 kg / m height 2. Quantity of structural steel = 100.0 % of computed weight for 1 set Kg 0.10 172900.00 17290.00 0.10 17290.00 0.10 17290.00 0.00 0.00

9 Item Code-9 Design, fabrication, supply, erection and commissioning of trash racks consisting of a number of panels of suitable height with vertical trash bars welded to structural steel frame at wider interval and provided with weld mesh frame for pump house intake structure including cost of all materials,machinery, labour, cutting, aligning, welding,finishing,cleaning, applying one coat of zinc rich epoxy primer and four coats cold applied coal tar epoxy paint and all other ancillary operations complete as per specifications and approved drawings.Note: 1. Wt of trash rack panels for 1 vent in t = 0.0375 x ( L2 x H x h )0.716. Where ( L ) is length = Clear distance between piers in m + 0.20 m. ( H ) is total height of trash rack panels in m ( h ) is head of water above sill of trash rack in m = FSL - Sill level 2. Quantity of structural steel = 100.0 % of computed weight.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Kg 0.71 131800.00 93578.00 0.71 93578.00 0.71 93578.00 0.00 0.00

10 Item Code-10 Design, fabrication, supply, erection and commissioning of embedded parts consisting of sill beam, wheel tracks, seal seats, guide rails, gate groove liners with all accessories for pump house intake stoplog gate including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint and all other ancillary operations complete as per specifications and approved drawings. Note: 1.Wt of 1 set of embedded parts in tonnes = 0.0665 x ( L2 x H x h )0.716 Where ( L ) is length = Clear distance between piers in m + 0.50 m. ( H ) is total height of stoplog gate in m = FSL - Sill level + 0.30 m ( h ) is head of water above sill of gate in m = FSL - Sill level 2. Quantity of structural steel = 95.9 % of computed weight for 1 set.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Kg 0.26 183200.00 47632.00 0.26 47632.00 0.26 47632.00 0.00 0.00

11 Item Code-11 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. DEPTH UPTO 1.50m-Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Cum 5224.50 262.00 1368819.00 500.00 131000.00 224.50 58819.00 1000.000 262000.00 3500.00 917000.00 5224.50 1368819.00 0.00 0.00

12 Item Code-12 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. From lift:1.50m-3.00m-Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Cum 45.00 331.00 14895.00 45.00 14895.00 45.00 14895.00 0.00 0.00

13 Item Code-13 Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Cum 2606.70 454.00 1183441.80 606.70 275441.80 1000.00 454000.00 1000.00 454000.00 2606.70 1183441.80 0.00 0.00

14 Item Code-14 Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations complete.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Cum 113.34 6067.00 687633.78 13.34 80933.78 50.00 303350.00 50.00 303350.00 113.34 687633.78 0.00 0.00

15 Item Code-15 Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey.RCC NP3 Class pipe of 600 mm dia.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Mtr 10.0000 3140.00 31400.00 10.00 31400.00 0.00 0.00 10.00 31400.00 0.00 0.00

16 Item Code-16 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications Cum 7662.82 160.00 1226051.20 662.82 106051.20 2000.00 320000.00 2000.00 320000.00 3000.00 480000.00 7662.82 1226051.20 0.00 0.00

17 Item Code-17 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. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Sqm 7.50 2633.00 19747.50 7.50 19747.50 7.50 19747.50 0.00 0.00

18 Item Code-18 Top cover of Rolling shutters 1.20 mm thick.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Mtr 2.80 560.00 1568.00 2.80 1568.00 2.80 1568.00 0.00 0.00

19 Item Code-19 Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Sqm 7.20 4345.00 31284.00 7.20 31284.00 7.20 31284.00 0.00 0.00

20 Item Code-20 Providing 12 mm cement plaster with Cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineerin-charge.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Sqm 281.36 323.00 90879.28 281.36 90879.28 281.36 90879.28 0.00 0.00

21 Item Code-21 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Sqm 116.34 137.00 15938.58 116.34 15938.58 116.34 15938.58 0.00 0.00

22 Item Code-22 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. All kinds of Soil.-Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Cum 657.15 102.00 67029.30 157.15 16029.30 500.00 51000.00 657.15 67029.30 0.00 0.00

23 Item Code-23 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Cum 144.45 363.00 52435.35 144.45 52435.35 144.45 52435.35 0.00 0.00

24 Item Code-24 Design, fabrication, supply, erection, testing and commissioning EOT crane consisting of double girder box type construction, rail mounted end carraiges with long and cross travel arrangement, main and auxiliary hoists of specified capacity, rails, pendant control, gear boxes, electric motors, brakes, rope drums, wire ropes, sheaves, end buffer stoppers, pendant operated DSL bus bars with all accessories for main and auxiliary hoists for handling pumps and accessories in pump house including cost of all materials,machinery, labour,cutting, aligning,welding, finishing, cleaning, greasing, applying two coats of zinc chromate red oxide primer and three coats of synthetic enamel paint and all other ancillary operations complete as per specifications and approved drawings. Note: 1. EOT crane Main hoist capacity = 1.25 x Maximum lifting load in tonne 2. EOT crane auxiliary hoist capacity = 10 Percent of main hoist 3.. Rate for EOT crane shall be based on capacity of main hoist.-3 Tonne Capacity EOT crane .Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Tonne 3.00 212100.00 636300.00 3.00 636300.00 3.00 636300.00 0.00 0.00

25 Item Code-25 Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, centering, formwork and scafolding and all other appurtenances required to complete the work as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice canal and other allied works like abutments/wing walls/returns/cutoff walls works & all necessary works as directed and complete as per specification.. Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Cum 461.84 6955.00 3212097.20 61.84 430097.20 150.00 1043250.00 250.00 1738750.00 461.84 3212097.20 0.00 0.00

26 Item Code-26 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-Raft-Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Cum 40.54 8408.40 340876.536 40.54 340876.54 40.54 340876.54 0.00 0.00

27 Item Code-27 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-Roof Slab-Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Cum 5.13 10510.50 53918.865 5.13 53918.87 5.13 53918.87 0.00 0.00

28 Item Code-28 Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Cum 61.54 242.00 14892.68 61.54 14892.68 61.54 14892.68 0.00 0.00

29 Item Code-29 Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded / submerged arc welded mild steel ( Fe-410 grade ) raising main pipe of specified diameter and plate thickness provided with flanges / outlets wherever required for connecting to manifold system /for fixing valves and provided with 2 coat of 60 micron thick Zinc epoxy primer paint and 3 coats of 100 micron thick each coal tar epoxy for inner surface and 25mm thick outer lining of CM 1:3 propotion by volume ( aggregate for outer lining shall be mixture of 80 percent natural sand and 20 percent 6 mm down crushed stone chips ) over 13 gauge 50 x 50 mm opening size weld mesh including cost of all materials, machinery, labour, cutting, bending, welding, cement mortar lining, finishing, curing, conveying to spot, lowering, aligning, jointing, arranging water for testing, hydraulic testing at manufacturing site and after laying and jointing at specified test pressure & all necessary works complete as per specifications and approved drawings. Basic Cost of MS Plate is considered as Rs.71,700.00 per MT. Diameter of raising main pipe : ……….mm Thickness of plate :………..mm. Note: Rate per m of pipe = Rate per tonne x weight of pipe per m weight of pipe per m for specified diameter in mm and thickness of plate in mm = 0.597x diameter of pipe in mm x plate thickness in mm / 24000.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Rmtr 20.60 140700.00 2898420.00 3.00 422100.00 5.60 787920.00 4.00 562800.00 5.00 703500.00 3.00 422100.00 20.60 2898420.00 0.00 0.00

30 Item Code-30 Supplying, fixing and commissioning C.I Tamper proof Air valve of approved make bodyand seat ring of bronze PN 1.0 conforming to IS: 14845 of specified diameter with all fixturesincluding cost of all materials, machinery, labour and all other anicillary operations complete-80 mm diameter valve with accessorries. .Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Nos 10.00 27460.00 274600.00 0.00 0.00 5.00 137300.00 5.00 137300.00 10.00 274600.00 0.00 0.00

31 Item Code-31 Supplying, fixing and commissioning C.I Tamper proof Air valve of approved make bodyand seat ring of bronze PN 1.0 conforming to IS: 14845 of specified diameter with all fixturesincluding cost of all materials, machinery, labour and all other anicillary operations complete-80 mm diameter valve with accessorries. .Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Each 3.00 32110.00 96330.00 0.00 0.00 0.00 3.00 96330.00 3.00 96330.00 0.00 0.00

32 Item Code-32 Supplying, fixing and commissioning C.I Tamper proof Air valve of approved make bodyand seat ring of bronze PN 1.0 conforming to IS: 14845 of specified diameter with all fixturesincluding cost of all materials, machinery, labour and all other anicillary operations complete-200 mm diameter valve with accessorries. .Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Each 1.00 63660.00 63660.00 0.00 0.00 0.00 1.00 63660.00 1.00 63660.00 0.00 0.00

33 Item Code-33 Manufacturing, providing, trasporting, rolling, lowering, laying, jointing & testing and commissioning of MS specials of minimum 8mm thick such as bends, tail pieces, reduces etc. conforming to IS-7322:1985 with latest amendments and including perfect linking and welding of joints to correct position includng cost and conveyance of materials with all lead and lifts, cost all labour and giving satisfactory hydraulic test as per IS:3589:2001 with latest amendments for test pressure and working pressure both at factory and site etc. complete as per detailed specifications with inside lining two coat of food grade epoxy painting of approved make with Each coat of 250 micron thick (after dry) over one coat of food grade epoxy primer of approved make with minium of 50 micron thick (after dry) and outside 25mm thick coating in CM 1:3 by providing 50x50mm weld mesh including loading and unloading of the pipes for the following category to suit PSC / MS / CI / AC / DI / PVC pipes. The weight of MS shell only by considered before lining and coating for arriving at the rate. The thickness of plate will be specified by the engineer. (Contractor will make his own arrangements for procuring water for testing for: Note: 1) For small works where the C.M. lining is not practicable for inside surface of the pipe, food grade expoxy painting of two coat over one coat of epoxy primer may be proposed and got approved. 2) The above rates are applicable only for pipe works etc. complete.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Kg 500.00 170.00 85000.00 250.00 42500.00 250.00 42500.00 0.00 0.00 0.00 500.00 85000.00 0.00 0.00

34 Item Code-34 Supplying, fixing and commissioning C.I Scour valve (sluice valve) of approved make bodyand seat ring of bronze PN 1.0 conforming to IS: 14846 of specified diameter and to withstand specified pressure with all accessoreis true to line and perfect linkingwith pipes on either side including loading, unloading, lifting and placing in position, cleaning ends, inserting gaskets into correct position, jointing pipes and valve to form water tight joint, cost of all jointing materials, machinery, labour and all other ancillary operations complete.100 mm dia.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Nos 13.00 12050.00 156650.00 7.00 84350.00 6.00 72300.00 0.00 0.00 0.00 13.00 156650.00 0.00 0.00

35 Item Code-35 Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete.For 150 mm dia Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Nos 4.00 21150.00 84600.00 0.00 4.00 84600.00 0.00 0.00 0.00 4.00 84600.00 0.00 0.00

36 Item Code-36 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer ( In area of light jungle).Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. 100 sqm 54.60 393.00 21457.80 0.00 54.60 21457.80 0.00 0.00 0.00 54.60 21457.80 0.00 0.00

37 Item Code-37 De-silting of tank bed/Feeder Channel/Canal in dry condition by excavating the deposited bed material and loading the same to transport vehicle ( excluding cost of transportation ) including cost of all machinery, labour & all necessary works as directed and complete as per specification.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Cum 12575.71 54.00 679088.34 2500.00 135000.00 2575.71 139088.34 2500.00 135000.00 2500.00 135000.00 2500.00 135000.00 12575.71 679088.34 0.00 0.00

38 Item Code-38 Operation & Maintenance Charges for 1 year.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Nos 1.00 873974.00 873974.00 1.00 873974.00 1.00 873974.00 0.00 0.00

39 Item Code-39 Operation & Maintenance Charges for 2nd year.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Nos 1.00 917673.00 917673.00 1.00 917673.00 1.00 917673.00 0.00 0.00

40 Item Code-40 Operation & Maintenance Charges for 3rd year.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Nos 1.00 963557.00 963557.00 1.00 963557.00 1.00 963557.00 0.00 0.00

41 Item Code-41 Operation & Maintenance Charges for 4th year.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Nos 1.00 1011735.00 1011735.00 1.00 1011735.00 1.00 1011735.00 0.00 0.00

42 Item Code-42 Operation & Maintenance Charges for 5th year.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Nos 1.00 1062322.00 1062322.00 1.00 1062322.00 1.00 1062322.00 0.00 0.00

43 Item Code-43 Double Pole TC Set for erection of Transformer on RCC/PSCC 9 Mtr Long Poles as per IS-1977 For 25/63/100 kVA 4/5 Star Rated Transformer on PSCC Pole - 9 Mtr Long, 300 Kg WL - MS (Dwg No. BESCOM/GM/QS&S/62 Dtd 24.11.2018).Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. set 1.00 17564.00 17564.00 1.00 17564.00 1.00 17564.00 0.00 0.00

44 Item Code-44 For Distribution Transformer Centre (DTC) MS Box for housing the ETV Meter 3 Phase 4 Wire 5 Amps, with associated LT CT 0.5 Accuracy Class, ring type, with wiring Clamps, B&N and all other accessories required. (EXCLUDING ETV METER).Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. set 1.00 6282.00 6282.00 1.00 6282.00 1.00 6282.00 0.00 0.00

45 Item Code-45 100 kVA, 11 kV/433 V, 3 phase Dyn11 :Supply of Auxiliary Transformer with copper windings& oil, cable termination type on both HT & LT outdoor type.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. set 1.00 367788.00 367788.00 1.00 367788.00 1.00 367788.00 0.00 0.00

46 Item Code-46 11 kV HT Metering cubicle of different CT Ratio, Both side cable entry type with 3 CT & 3 PT, With Transparent Cover TTB, with 30x8 mm Copper Busbar, Modem & 2 No of Meters for 3 Phase 4 Wire Metering without Load Break Switch (HT Metering Box Fabricated out of 3 mm MS Sheet duly epoxy powder coated) as per revised Specification (Dwg No. BESCOM/GM/QS&S/-- Dtd 24.11.2018).Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. unit 1.00 243472.00 243472.00 1.00 243472.00 1.00 243472.00 0.00 0.00

47 Item Code-47 Load Break Switch with Panel.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. unit 1.00 73239.00 73239.00 1.00 73239.00 1.00 73239.00 0.00 0.00

48 Item Code-48 Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved Drawing.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. per pit 100.00 639.00 63900.00 100.00 63900.00 100.00 63900.00 0.00 0.00

49 Item Code-49 Erection of HT metering Cubicle on Platform. - Ordinary Soil.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. no 1.00 1898.00 1898.00 1.00 1898.00 1.00 1898.00 0.00 0.00

50 Item Code-50 30 kV 10kA Lightning Arrester Normal Duty polymeric Discharge Class -2.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Nos 10.00 14816.00 148160.00 10.00 148160.00 10.00 148160.00 0.00 0.00

51 Item Code-51 11 kV GOS : S/B 400 A.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Nos 1.00 20858.00 20858.00 1.00 20858.00 1.00 20858.00 0.00 0.00

52 Item Code-52 Design, manufacturing, supply, errection, trail running, performance test and commissioning of centrifugal pump of approved make conforming to IS:12699 (1989) (Reaffirmed 2009) having specified pump output under specified operating head coupled to HT/LT ,WITH motor of adeuate HP rating operating at suitable KV with flexible coupling, self water lubricated thrust bearings, discharge Tee with flanged end for connecting delivery pipe with all other standard accessories and saftey device& all necessary works complete as per specification. UPTO 3500HP.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Per HP 60.00 10500.00 630000.00 20.00 210000.00 20.00 210000.00 20.00 210000.00 60.00 630000.00 0.00 0.00

53 Item Code-53 Supplying, transportation, errection, testing & commissioning of 20HP FCMA Soft starter LT panel (2W+1S)-alluminium bus bar including the followings INCOMER TM Based MCCB With O/C, S/C release + SPREDERS + ROH – 80A, TPN 25KA-1No, RYB Phase Indicating Lamps – 230V AC – 3 Nos, Indicating Lamps ON/OFF/TRIP – 230 V AC – 3 Nos, Current Transformer for metering – 100/5A, CL – 1 5VA – 3 Nos, Voltmeter – 0-500V – 1 No, Voltmeter Selector Switch – 6A – 1 No, Ammeter – 0-100A-1 No, Ammeter Selector Switch – 6A – 1 No, Multi – Function Meter with RS485 – CI 1 – 1 No, MCB for Lighting- 32A DP – 1No, Earth Leakage Relay + CBCT – 1-8A – 1 No, MCB – 6A, SP – 4 Nos, Neutral Link – 16A – 1 No. OUTGOING OUTGOING FCMA STARTER – 20 HP/14.7KW-3Nos (2W +1S), COSFU FOR 20 HP MOTOR (2W + 1S) – 125A, 4P – 2 Nos, Indicating Lamps STARTER 1, 2 ON – 220V AC - -4 Nos, Control MCB – 6A, SP – 4 Nos, Power Contactor – 40A, 3P – 3 Nos, Power Contactor – 32A, 3P – 3 Nos, Motor protection device including Under Current – (MPD) – 3 Nos, Over load relay – 3 Nos, Current Transformer for MPD – 100/5A, 15VA CLASS 10 – 9 Nos, Reactor – 20 HP – 3 Nos, Local/Remote Selector Switch – 3 Nos, Aux. Contactor – 2 No + 2NC – 6 Nos, Timer – 0-60SEC – 9 Nos, Indicating Lamps – 220 V AC – 21 Nos, Push Button – 6A – 9 Nos, Hooter – 220V AC – 3 Nos, MCB for Control Ckt.- 10A, DP – 3 Nos, Control MCB – 6A SP – 9 Nos, Neutral Link – 16A – 3 Nos, Power Cable – 3 Nos, SFU for 10kVAR Capacitor – 32A, TP – 2 Nos, Indicating Lamps Capacitor ON/OFF – 220V AC – 4 Nos, Capacitor – 10KVAR- 2 Nos, Control MCB – 6A, SP- 2Nos. Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Per Set 1.00 522500.00 522500.00 1.00 522500.00 0.00 0.00 1.00 522500.00 0.00 0.00

54 Item Code-54 Supply and delivery at site of brand new best make pressure gauge bourdon type as per IS 778/1984 with ISI Mark and as per its latest amendments.Size 100 mm.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Per Each 3.00 654.00 1962.00 3.00 1962.00 0.00 0.00 0.00 3.00 1962.00 0.00 0.00

55 Item Code-55 Earthing: Providing and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal roportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Per No 10.00 3750.00 37500.00 10.00 37500.00 0.00 0.00 0.00 10.00 37500.00 0.00 0.00

56 Item Code-56 GI/Copper strips for grounding connections, usingnecessary fixing materials as required.25 x 6 mm GI strip.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Per Mtr 75.00 128.00 9600.00 75.00 9600.00 0.00 0.00 0.00 75.00 9600.00 0.00 0.00

57 Item Code-57 11 kV, 3 Core, XPLE HTUG Cable with pressure extruded inner sheeth, ROUND WIRE ARMOURED as per IS-7098 (Part-2) Armouring wires dia and Resistivity as per IS-3975.95 Sqmm, (54 GI Wires - 2.5 mm Dia) .Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Per Mtr 120.00 889.67 106760.40 30.00 26690.10 30.00 26690.10 30.00 26690.10 30.00 26690.10 120.00 106760.40 0.00 0.00

58 Item Code-58 11 kV, 3 Core, XPLE HTUG Cable with pressure extruded inner sheeth, ROUND WIRE ARMOURED as per IS-7098 (Part-2) Armouring wires dia and Resistivity as per IS-3975.150 Sqmm, (54 GI Wires - 2.5 mm Dia). Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Per Mtr 270.00 1285.07 346968.90 70.00 89954.90 50.00 64253.50 50.00 64253.50 100.00 128507.00 270.00 346968.90 0.00 0.00

59 Item Code-59 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975.16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm).Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Per Km 0.22 141842.00 31205.24 0.22 31205.24 0.22 31205.24 0.00 0.00

60 Item Code-60 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975.7 25 Sqmm, 3.5 Core, (12 GI Strips - 4 x 0.8 mm) .Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Per Km 0.20 139549.00 27909.80 0.20 27909.80 0.20 27909.80 0.00 0.00

61 Item Code-61 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975.50 Sqmm, 3.5 Core, (16 GI Strips - 4 x 0.8 mm).Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Per Km 0.15 178973.00 26845.95 0.15 26845.95 0.15 26845.95 0.00 0.00

62 Item Code-62 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975.240 Sqmm, 3.5 Core, (30 GI Strips - 4 x 0.8 mm).Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Per Km 0.10 862666.00 86266.60 0.10 86266.60 0.10 86266.60 0.00 0.00

63 Item Code-63 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990.4C x 2.5 mm2 .Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Per Mtr 10.00 148.00 1480.00 10.00 1480.00 10.00 1480.00 0.00 0.00

64 Item Code-64 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990.6C x 2.5 mm2.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Per Mtr 10.00 272.00 2720.00 10.00 2720.00 10.00 2720.00 0.00 0.00

65 Item Code-65 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100 Volts as per IS-694:1990.8C x 2.5 mm2.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Per Mtr 10.00 350.00 3500.00 10.00 3500.00 10.00 3500.00 0.00 0.00

66 Item Code-66 Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable.2.5 to 25 Sqmm .Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Per Km 0.57 20886.00 11905.02 0.57 11905.02 0.57 11905.02 0.00 0.00

67 Item Code-67 Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable.35 to 95 Sqmm.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Per Km 0.14 31139.00 4359.46 0.14 4359.46 0.14 4359.46 0.00 0.00

68 Item Code-68 Laying of cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff LT Cable.90 to 150 Sqmm.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Per Km 0.30 32278.00 9683.40 0.30 9683.40 0.30 9683.40 0.00 0.00

69 Item Code-69 Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed.in Ordinary Soil.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Cum 10.00 260.00 2600.00 10.00 2600.00 10.00 2600.00 0.00 0.00

70 Item Code-70 Refilling the cable trenches with selected available earth from trench excavation including watering, consolidation in layers of 15 cm. Thickness including depositing of the surplus earth with a lead of 200 Mtr.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Cum 10.00 58.00 580.00 10.00 580.00 10.00 580.00 0.00 0.00

71 Item Code-71 GI Pipe B - Class as per IS-1239,GI Pipe - 100 mm Dia.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Per Mtr 10.00 1295.00 12950.00 10.00 12950.00 10.00 12950.00 0.00 0.00

72 Item Code-72 Laying the GI Pipe 80 mm to 150 mm dia at Drainage Water Supply Crossing including fixing collars elbows, bends, Tees and other fitting with Cuts and Threads wherever necessary complete.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Per Rmtr 10.00 93.00 930.00 10.00 930.00 10.00 930.00 0.00 0.00

73 Item Code-73 Heavy Duty Copper Terminal Long Barrel.35 Sqmm Copper Terminal, Apprx Wt: 17 Gm.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Per No 30.00 40.00 1200.00 30.00 1200.00 30.00 1200.00 0.00 0.00

74 Item Code-74 Heavy Duty Copper Terminal Long Barrel.50 Sqmm Copper Terminal, Apprx Wt: 26 Gm.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Per No 30.00 58.00 1740.00 30.00 1740.00 30.00 1740.00 0.00 0.00

75 Item Code-75 Heavy Duty Copper Terminal Long Barrel.90 Sqmm Copper Terminal, Apprx Wt: 158 Gm.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Per No 30.00 274.00 8220.00 30.00 8220.00 30.00 8220.00 0.00 0.00

76 Item Code-76 Heavy Duty Copper Terminal Long Barrel.150 Sqmm Copper Terminal, Apprx Wt: 218 Gm .Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Per No 30.00 355.00 10650.00 30.00 10650.00 30.00 10650.00 0.00 0.00

77 Item Code-77 1.1 kV Class Armoured Aluminium Cable with glands/lugs/ferrules 4C x 240 Sq mmComplete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Each 30.00 2200.00 66000.00 30.00 66000.00 30.00 66000.00 0.00 0.00

78 Item Code-78 Supplying of four bucket stand alongwith buckets. Complete.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Each 18.00 1850.00 33300.00 18.00 33300.00 18.00 33300.00 0.00 0.00

79 Item Code-79 Supplying of Hand gloves. Complete.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Each 3.00 975.00 2925.00 3.00 2925.00 3.00 2925.00 0.00 0.00

80 Item Code-80 Supplying and installation of RUBBER MAT 1mtr x 1mtr -1Omm thick. complete including cost of materials, labour, usage charges of machinery complete as per specifications.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Each 10.00 1900.00 19000.00 10.00 19000.00 10.00 19000.00 0.00 0.00

81 Item Code-81 Supply and delivery at site brand new best make Foot valve suitable for centrifugal pump above 12.50HP confirming with ISI mark and its latest amendments.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Per Set 3.00 2200.00 6600.00 3.00 6600.00 3.00 6600.00 0.00 0.00

82 Item Code-82 Supplying & Laying cable trays including welding, fixing of supports.Cable tray of 600 mm width (suitable for cable ducts of A, B & C type)-indoor and outdoor.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Mtr 30.00 1064.00 31920.00 30.00 31920.00 30.00 31920.00 0.00 0.00

83 Item Code-83 Supplying of first aid box. complete Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Each 2.00 600.00 1200.00 2.00 1200.00 2.00 1200.00 0.00 0.00

84 Item Code-84 Supply and fixing of Cast steel ASTM A 216 Gr.WCB double flanged Dual plate check valve Conforming to API 594 with latest amendments Shaft material shall be SS420/431 and spring shall be spring steel superior grade quality as detailed below of following diameters and types and conveying to work site, loading, unloading, stacking with appurtenances., complete with all lead and lift. The rates are inclusive of cost of Galvanised Bolts and Nuts: For class 150 etc. complete-150.00mm dia.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Per Set 3.00 4690.00 14070.00 3.00 14070.00 3.00 14070.00 0.00 0.00

85 Item Code-85 Supply, delivery and erection at site brand new Dorot/Erhard make pilot operated pressure relief valve of 100mm dia with maximum permissible pressure (7.1 kg/cm2) with the following specifications.-1. The valve should be activated by line pressure and controlled by 2 way diaphragm operated, adjustable pilot valve.2.The valve should have direct sealing diaphragm.3. Pressure Relief Valve should be installed on a tee junction, which should modulate automatically to maintain preset inlet pressure and relieve the excess pressure out of the net work.4. Pressure gauge of 0-24 kg/cm2 range and shall comply with BS 1780.Material of Construction-a) Body and Bonnet - Ductile Iron ISO 1083 grade 450-10.b) Diaphragm - Natural rubber (N.R) Standard.c) Spring SST 302 d) Pilot Valve - Brass ISO 426 e) Coating - Electrically applied oven baked polyester f) End Connection - Flanges as per IS.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Per Set 1.00 95000.00 95000.00 1.00 95000.00 1.00 95000.00 0.00 0.00

86 Item Code-86 Providing and fixing Wafer type single flange Butterfly valve conforming to relevant IS 13099/9991 EN GGG40/50 with latest amendments as detailed below of the following diameter and types with TP set and conveying to work site, loading and unloading, stacking etc. with all lead and lift. The rate is inclusive of the cost of valve, TP set, rubber insertion, bolts and nuts and excluding earth work excavation.For PN 10.0 (Note: TP set should be onsidered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and rovision for corresponding dia MS flanges should be made in the Estimate- For Valve of PN 16.0 and 200mm dia.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Each 1.00 14575.00 14575.00 1.00 14575.00 1.00 14575.00 0.00 0.00

87 Item Code-87 Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded / submerged arc welded mild steel ( Fe-410 grade ) delivery pipes of specified diameter and plate thickness with flanged ends wherever required and provided with 1 coat 40 micron thick zinc rich epoxy primer paint and 3 coats 100 micron thick each coat coal tar epoxy paint for inner surface and 1 coat of 40 micron thick zinc rich epoxy primer paint and 2 coats of 100 micron thick each coat coal tar epoxy paint for outer surface including cost of all materials, machinery, labour, cutting, bending, welding, finishing, painting,conveying to spot, lowering, aligning, jointing,arranging water for testing, hydraulic testing at fabrication site and after laying and jointing at specified test pressure and all other ancillary operations complete as per specifications and approved drawings.Diameter of delivery pipe : ……..mm Thickness of plate : ……mm.Note: Rate per m of pipe = Rate per tonne x Weight of pipe per m Weight of pipe per m for specified diameter and plate thickness= 0.373 x Diameter of pipe in mm x Plate thickness in mm / 14400.-100mm dia with 15m length.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Per Tonne 0.47 143160.00 67285.20 0.47 67285.20 0.47 67285.20 0.00 0.00

88 Item Code-88 Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded /submerged arc welded mild steel (Fe-410 grade) manifold pipe system of specified diameter and plate thickness with flanged inlets / outlets at specified locations for connecting pump delivery pipes and rising mains and provided with 1 coat of 40 micron thick zinc rich epoxy primer paint and 3 coats of 100 micron thick each coat coal tar epoxy paint for inner surface and exposed outer surface including cost of all materials, machinery, labour, cutting, bending, welding, finishing, painting, conveying to spot, lowering, aligning,jointing, arranging water for testing,hydraulic testing at fabrication site and after laying and jointing at specified test pressure and all other ancillary operations complete as per pecifications and approved drawings. (excluding cost of thrust block for anchoring / encasing manifold pipe ).Diameter of manifold pipe : …….mm Thickness of plate : ……mm.Note: Rate per m of pipe= Rate per tonne x Weight of pipe per RmWeight of pipe per m for specified diameter and plate thickness= 0.976 x Diameter of pipe in mm x Plate thickness in mm / 30000.-200.00mm dia with 30m length.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Per Tonne 0.79 129564.00 102355.56 0.79 102355.56 0.79 102355.56 0.00 0.00

89 Item Code-89 Running Single Circuit 11 kV, 3 Phase Power Line On 9 Mtr Supports With An Average Span Of 40 Mtr Using RABBIT ACSR Conductor.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. km 5.00 431419.00 2157095.00 5.00 2157095.00 5.00 2157095.00 0.00 0.00

90 Item Code-90 Open Conduit System Supplying heavy gauge PVC conduit pipe …….dia mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc., and fixing using inverted wood plugs in case of RCC ceiling and RCC wall / stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an intervalof 700mm using NF screws.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Rmtr 200.00 81.00 16200.00 200.00 16200.00 200.00 16200.00 0.00 0.00

91 Item Code-91 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point upto 3Mtr from tapping point to out let via switch.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Points 6.00 269.00 1614.00 6.00 1614.00 6.00 1614.00 0.00 0.00

92 Item Code-92 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point upto 3Mtr from tapping point to out let via switch.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Points 6.00 379.00 2274.00 6.00 2274.00 6.00 2274.00 0.00 0.00

93 Item Code-93 Point wiring using Copper wire without switch. Supplying and wiring adopting loop system in existing PVC Conduit /casing capping casing capping using 2x1.5Sqmm (Phase & Neutral) & 1x1.0 sqmm (Earth wire) FRLS multi strand PVC insulated copper wire (confirming to IS-694: and latest amendments) without control switch shall be fixed on the existing plastic sheet/ gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete for each outlet. Short point upto 3Mtr from tapping point to out let via switch.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Points 20.00 555.00 11100.00 20.00 11100.00 20.00 11100.00 0.00 0.00

94 Item Code-94 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 1.5 sqmm.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Rmtr 60.00 26.00 1560.00 60.00 1560.00 60.00 1560.00 0.00 0.00

95 Item Code-95 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 1.5 sqmm.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Rmtr 90.00 42.00 3780.00 90.00 3780.00 90.00 3780.00 0.00 0.00

96 Item Code-96 Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS-694:confirming to latest amendments. 1.5 sqmm.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Rmtr 200.00 63.00 12600.00 200.00 12600.00 200.00 12600.00 0.00 0.00

97 Item Code-97 Supplying of ......feet - PVC Batten with integrated LED tube W with high quality diffuser with Life of 25000 burning hours & 70% lumen maintenance with CRI > 80. Power Input: 220-240V @ 50/60Hz & Power factor >0.9 along with CE approved. 2 years Warranty against any manufacturing defect working under standard electrical condition. LED light fighting 1 x4'- 20/22 w .Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Each 20.00 1269.00 25380.00 20.00 25380.00 20.00 25380.00 0.00 0.00

98 Item Code-98 Fixing all types and all capacities of 1'x4' / 2'x2' LED Light fittings indoor on the wall / ceiling / rafters / girders with necessary supporting frame, using 2310.0076" twin twisted PVC insulated wires, required Nos of round blocks and clamps.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Each 25.00 490.00 12250.00 25.00 12250.00 25.00 12250.00 0.00 0.00

99 Item Code-99 Supply of LED Ploodtlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output. Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70 Percentage , maximum light intensity should be between 60 degrees to 70 degrees. CCT Greater Than 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire Greater Than IK08. Power Factor Greater Than 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/ miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with W System Power consumption. LED Efficiency Greater Than 130lm/w, nominal CRI Greater Than 75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008 . Housing with supplier word mark /name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/ Lumileds/Osram make LED Source. LED Ploodtlight 120watts.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Each 6.00 10757.00 64542.00 6.00 64542.00 6.00 64542.00 0.00 0.00

100 Item Code-100 Supplying andFixing........mmdiaclampsssAGIpipe bracket upto 2.7meters long terminatedwitha reducing collar of 40x25mm to whichextrapipeof175mmlengthisfixedforfixingMV/SV/MH/FTL street light fitting of all capacities on rail/RCC/wall/tubular pole, usingsuitableclamps, bolts,nuts and wiring using suitable capacity wires.Using 40mm dia G.I.Pipe.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Each 6.00 1478.00 8868.00 6.00 8868.00 6.00 8868.00 0.00 0.00

101 Item Code-101 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall. 4 Way-Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Each 6.00 177.00 1062.00 6.00 1062.00 6.00 1062.00 0.00 0.00

102 Item Code-102 Supplying and flush mounting powder coated / galvanized metal box suitable for mounting modular switch plates. The box should be firmly flush mounted after due groove cutting in Brick/Stone/C.C wall. 6 Way-Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Each 6.00 220.00 1320.00 6.00 1320.00 6.00 1320.00 0.00 0.00

103 Item Code-103 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box 4 Module.4 Way-Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Each 6.00 175.00 1050.00 6.00 1050.00 6.00 1050.00 0.00 0.00

104 Item Code-104 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box 4 Module.10-12 Way-Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Each 6.00 344.00 2064.00 6.00 2064.00 6.00 2064.00 0.00 0.00

105 Item Code-105 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 6Amps one way Switch.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Each 6.00 102.00 612.00 6.00 612.00 6.00 612.00 0.00 0.00

106 Item Code-106 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.32Amps DP switch.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Each 6.00 171.00 1026.00 6.00 1026.00 6.00 1026.00 0.00 0.00

107 Item Code-107 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293. 32Amps DP switch.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Each 6.00 326.00 1956.00 6.00 1956.00 6.00 1956.00 0.00 0.00

108 Item Code-108 Supplying and fixing of modular switch & connected accessories on existing modular switch plate as per IS 3854 and IS 1293.6/16A Universal Socket.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Each 6.00 236.00 1416.00 6.00 1416.00 6.00 1416.00 0.00 0.00

109 Item Code-109 Supplying and fixing regular MCB distribution boards on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase / single door with powder coated painting. Made out of 14 SWG MS enclosure. II - Double Door 12Way SPN.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Each 3.00 2329.00 6987.00 3.00 6987.00 3.00 6987.00 0.00 0.00

110 Item Code-110 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 6-32Amps DP.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Each 9.00 415.00 3735.00 9.00 3735.00 9.00 3735.00 0.00 0.00

111 Item Code-111 Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898. 0-63 A DP .Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Each 12.00 1102.00 13224.00 12.00 13224.00 12.00 13224.00 0.00 0.00

112 Item Code-112 Supplying, fixing andwiringResidualcurrentcircuitbreaker(RCCB) 240/450V upto 300mA sensitivity on existing wood/ panel board.32-40A 2 pole-Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Each 3.00 4559.00 13677.00 3.00 13677.00 3.00 13677.00 0.00 0.00

113 Item Code-113 Supplying of Ceiling Fan with Capacitor rating As per guideline of BEE 5 star rating and IS:374/79 and also comply with IS:1709/1984 with latest amendment, Ratedvoltage 220 V/ 50 Hz, Rated power input 48 W +/- 10 %,Rated current As per IS:374/79, Rated power factor 0.9lagging(min), Rated speed 350 +/- 10% RPM, Rated airdelivery 210 +/- 10% Cubic Meter Minimum, Rated servicevalue ≥ 4.2 CMM / Watt, Three Blades of blade leaf 1.05mm thick Aluminium Alloy sheet, Class B motor insulation,Bearing Two ball bearings, Top 6202, Bottom 6201 , as per ISspecification, Motor wdg. Temp rise Shall not exceed 75 deg C over and ambient of 40 0C by resistance method at 245 Volts, Insulation resistance Shall not be less than Two Mega Ohms (2 M Ohms), Leakage current Should not exceed 210 Micro Amp, Power input, watt& current , Air Delivery & Fan Speed as per IS:374/1979 with latest amendment, 2 year manufacturer Warranty. 56'' Sweep 5 star (1400mm)-Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Each 5.00 3754.00 18770.00 5.00 18770.00 5.00 18770.00 0.00 0.00

114 Item Code-114 Supplying wall mounting fan suitable to operate at singlephase 230v A.C. supply. 400mm Sweep-Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Each 3.00 3212.00 9636.00 3.00 9636.00 3.00 9636.00 0.00 0.00

115 Item Code-115 Supplying & Laying cable trays including welding, fixing of supports.Cable tray of 600 mm width (suitable for cable ducts of A, B & C type)-Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Mtr 250.00 1064.00 266000.00 250.00 266000.00 250.00 266000.00 0.00 0.00

116 Item Code-116 Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Foundation in CM 1:6.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Cum 12.22 6374.00 77890.28 12.22 77890.28 12.22 77890.28 0.00 0.00

117 Item Code-117 Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Super structure in CM 1:6.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Cum 3.94 6755.00 26614.70 3.94 26614.70 3.94 26614.70 0.00 0.00

118 Item Code-118 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-For Coloumns-Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Cum 7.15 11633.10 83176.66 7.15 83176.66 7.15 83176.66 0.00 0.00

119 Item Code-119 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-For Plinth Beam-Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Cum 13.16 10264.50 135080.82 13.16 135080.82 13.16 135080.82 0.00 0.00

120 Item Code-120 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-For Corbal Beam-Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Cum 5.27 10948.80 57700.18 5.27 57700.18 5.27 57700.18 0.00 0.00

121 Item Code-121 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates-For Roof Slab-Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Cum 5.36 10264.50 55017.72 5.36 55017.72 5.36 55017.72 0.00 0.00

122 Item Code-122 Providing and constructing burnt brick masonry with approved quality of modular bricks of standard size of class designation 5.00 N/mm2 table moulded) with lime mortar for basement and superstructure including cost of materials, labour charges, scaffolding, curing complete as per specification - Do- in Lime mortar 1:3 Prop-Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Cum 22.01 3344.00 73601.44 22.01 73601.44 22.01 73601.44 0.00 0.00

123 Item Code-123 Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge-Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Sqm 8.74 255.00 2228.70 8.74 2228.70 8.74 2228.70 0.00 0.00

124 Item Code-124 Providing and laying red oxide flooring 40 mm thick, with an under layer of 30mm thick M-15 cement concrete and top layer of 10mm thick plaster with 1:3 cement mortar mixed with red oxide finished with floating coat of neat cement mixed with red oxide ( mix of same proportion ) , including cost of materials, labour, curing, complete as per specifications-Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Sqm 24.00 786.00 18864.00 24.00 18864.00 24.00 18864.00 0.00 0.00

125 Item Code-125 Providing White washing with lime to give an even shade :New work (three coats) with lime of approved quality, including cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge-Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Sqm 245.64 26.00 6386.64 245.64 6386.64 245.64 6386.64 0.00 0.00

126 Item Code-126 Providing and constructing dry rubble stone pitching with pin headers at 2 per m2 using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing and all other ancillary operations complete. Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Sqm 75.68 455.00 34434.40 75.68 34434.40 75.68 34434.40 0.00 0.00

127 Item Code-127 Providing and fixing MS ladder between landings, 45 cms wide using angle iron of specified sizes, 20mm MS bars at 25 cms. centre to centre, with necessary supports of same angle iron etc. as directed, including hand railing on both sides with 25mm dia. GI pipes with angle iron props at 2 mtrs. intervals and 0.5M heigh, including fixing in ground with CC 1:2:4 and two coats of anticorrosive bituminous paint etc. with all lead and lifts etc. complete with:Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Mtr 6.00 4801.00 28806.00 6.00 28806.00 6.00 28806.00 0.00 0.00

128 Item Code-128 Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification.-Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Tonne 9.81 86658.00 849855.01 9.81 849855.01 9.81 849855.01 0.00 0.00

129 Item Code-129 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6 kg/m2 to achieve final DFT (Dry Film Thickness) of 1mm including prime coat of epoxy primer @150 g/m2 and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Sqm 35.72 817.00 29183.24 35.72 29183.24 35.72 29183.24 0.00 0.00

130 Item Code-130 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (Made of G.I. wire of dia 4 mm)-Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Sqm 108.00 803.00 86724.00 108.00 86724.00 108.00 86724.00 0.00 0.00

131 Item Code-131 Providing and fixing 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 including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge.-Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Kg 1096.20 113.00 123870.60 1096.20 123870.60 1096.20 123870.60 0.00 0.00

132 Item Code-132 Painting on Steel Surfaces:-Providing and applying two coats of ready mix paint of approved brand on steel surface after thorough cleaning of surface to give an even shade-Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Sqm 405.00 96.00 38880.00 405.00 38880.00 405.00 38880.00 0.00 0.00

133 Item Code-133 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used.For :HDPE PE-100,PN-10,Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Mtr 1540.00 1329.00 2046660.00 500.00 664500.00 540.00 717660.00 500.00 664500.00 1540.00 2046660.00 0.00 0.00

134 Item Code-134 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used.For :HDPE PE-100,PN-10,Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Mtr 1000.00 676.00 676000.00 100.00 67600.00 300.00 202800.00 200.00 135200.00 400.00 270400.00 1000.00 676000.00 0.00 0.00

135 Item Code-135 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used.For :HDPE PE-100,PN-6,Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Mtr 610.00 490.00 298900.00 100.00 49000.00 210.00 102900.00 300.00 147000.00 610.00 298900.00 0.00 0.00

136 Item Code-136 Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used.For :HDPE PE-100,PN-6,Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Mtr 1890.00 593.00 1120770.00 150.00 88950.00 200.00 118600.00 390.00 231270.00 150.00 88950.00 350.00 207550.00 400.00 237200.00 250.00 148250.00 1890.00 1120770.00 0.00 0.00

137 Item Code-137 Providing rubble stone/boulder filling between or behind abutment below apron including cost of all materials, labour, hand packing, finishing top surface & all necessary works as directed and complete as per specification.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Cum 3.46 1278.00 4421.88 3.46 4421.88 0.00 3.46 4421.88 0.00 0.00

138 Item Code-138 De-silting of Feeder Channel/Canal in dry condition by excavating the deposited bed material and disposing off the same by stacking/ formation of Embankment or as directed including cost of all machinery,labour & all necessary works as directed and complete as per specification.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Cum 8383.81 94.00 788078.14 3000.00 282000.00 2000.00 188000.00 1383.84 130080.96 999.97 93997.18 1000.00 94000.00 8383.81 788078.14 0.00 0.00

139 Item Code-139 Providing and constructing 550 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over filter backing of 100 mm thick sand and 150 mm thick 40 mm down graded coarse aggregate layers including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing & all necessary works as directed and complete as per specification.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Sqm 1500.00 946.00 1419000.00 500.00 473000.00 0.00 500.00 473000.00 500.00 473000.00 1500.00 1419000.00 0.00 0.00

140 Item Code-140 Providing new embankment abutting to existing bund to strength the existing bund using soil from approved borrow area in layers of 200 to 250 mm and compacting each layer to density control of not less than 95 percent by vibrating plate compactor or pnuematic tamper including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering & all necessary works as directed and complete as per specification.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Cum 1628.25 454.00 739225.50 350.00 158900.00 628.25 285225.50 150.00 68100.00 250.00 113500.00 250.00 113500.00 1628.25 739225.50 0.00 0.00

141 Item Code-141 Cutting and removing jauliflora bushes upto 1.50 m girth excluding removal of stumps and including burning or disposing off the materials as directed with all other ancillary operations complete.Complete With all Lead and Lift and as per the directions Of Engineer in Charge Of The Work. Each 1800.00 25.50 45900.00 900.00 22950.00 900.00 22950.00 1800.00 45900.00 0.00 0.00

Milestone 1st Milestone 2nd Milestone 3rd Milestone 4th Milestone

APT 34915288.63 Milestones and liquidity damages

MILESTONES AMOUNT Liquidity damage

Mile Stone 1 5515130.86 5,515 Per day 13,535.00

Mile Stone 2 18246553.40 18,247 Per day 32,292.00

Earthwork excavation 31623.36 Cum 25299.00

Pump Motor Errection 60.00 HP 48.00

11638429.54 0.365 HDPE PIPE Laying 140.00 mm Dia 5040.00 Mtr 4032.00

Fabrication Of Steel 22.33 Tonne 18.00

Cement Contrete 695.63 Cum 557.00

metal beam crash barrier system 500.000 Mtr 437.00

69830577.25 Annual turn over Rs.698.30 Lakhs 17457644.31

127.32 Line of credit Rs.127.32 Lakhs

17457644.31 Similar nature of work Rs.174.57 Lakhs

TENTATIVE PHYSICAL / FINANCIAL ACTIVITY CHART

Construction Of Chananakere LIS in Srirangapatna Taluk Mandya

Total Duration -11 Months (Including Monsoon)

1st month 2nd month 3rd month 4th month 5th month 6th month 7th month 8th month 9th month 10th month 11th month