REJUVENATION OF SURGITOPPU LIS IN MALAVALLI TALUK MANDYA DISTRICT

TENTATIVE PHYSICAL / FINANCIAL ACTIVITY CHART

NAME OF WORK: REJUVENATION OF SURGITOPPU LIS IN MALAVALLI TALUK MANDYA DISTRICT

Total Duration - 11 Months (Including Monsoon)

Sl. No. 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 A:AD FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL PHYSICAL FINANCIAL FINANCIAL PHYSICAL

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.In all kinds of soils upto 3 m depth.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 4239.39 102.00 432417.78 4239.39 432417.78 4239.39 432417.78 0.00 0.00 432417.7800 0.0000 4231334.879

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 INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 2207.88 363.00 801460.44 1000.00 363000.00 1000.00 363000.00 207.88 75460.44 0.00 2207.88 801460.44 0.00 0.00 801460.4400 0.0000 56855.3916

3 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 Depth Exceedi9ng 1.5m but not excedding 3m.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 1748.89 425.00 743278.25 200.00 85000.00 200.00 85000.00 1348.89 573278.25 1748.89 743278.25 0.00 0.00 743278.2500 0.0000

4 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.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. tonne 250.69 127900.00 32063251.00 0.00 25.00 3197500.00 25.00 3197500.00 25.000 3197500.00 25.00 3197500.00 25.00 3197500.00 25.00 3197500.00 25.00 3197500.00 25.00 3197500.00 25.00 3197500.00 25.69 3285751.00 250.69 32063251.00 0.00 0.00 32063251.0000 0.0000

5 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 diameter valve with accessorries.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Set 2.00 12050.00 24100.00 2.00 24100.00 0.00 2.00 24100.00 0.00 0.00 24100.0000 0.0000

6 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.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 6688.27 160.00 1070123.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2000.00 320000.00 2000.00 320000.00 2000.00 320000.00 688.27 110123.20 6688.27 1070123.20 0.00 0.00 1070123.2000 0.0000

7 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: For sluice Valve of PN 16.0 and 150mm.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Each 1.00 21150.00 21150.00 1.00 21150.00 1.00 21150.00 0.00 0.00 21150.0000 0.0000

8 Providing and fixing kinetic AIR VALVE of PN 16.0 for automatic discharge of accumulate air during working condition, conforming to IS 14845 / EN 1074-4. Body and bonnet of DI conforming to IS-1865 of grade GGG-40/50, seals are made of approved EPDM, SS 304 float, guide and internals. Flange drilling according to IS-1538 with appurtenances. complete. Body and bonnet shall be coated with electrostatically applied epoxy powder coating with a coating thickness of 250 micron both inside and outside etc. complete For K Air Valves of 80mm dia.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Each 3.00 26343.00 79029.00 3.00 79029.00 3.00 79029.00 0.00 0.00 79029.0000 0.0000

9 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 INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 28.85 5989.00 172782.65 28.85 172782.65 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28.85 172782.65 0.00 0.00 172782.6500 0.0000

10 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 53.90 6469.84 348724.38 0.00 0.00 10.00 64698.40 10.000 64698.40 10.00 64698.40 10.00 64698.40 13.90 89930.78 0.00 0.00 0.00 53.90 348724.38 0.00 0.00 348724.3760 0.0000

11 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 160.65 6532.05 1049373.83 20.00 130641.00 20.00 130641.00 20.00 130641.00 20.000 130641.00 20.00 130641.00 20.00 130641.00 20.00 130641.00 20.65 134886.83 0.00 0.00 0.00 0.00 0.00 0.00 160.65 1049373.83 0.00 0.00 1049373.8325 0.0000

12 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. All other type of structures.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. tonne 10.64 80019.00 851162.10 2.00 160038.00 2.00 160038.00 2.00 160038.00 2.000 160038.00 2.64 211250.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.00 -240.06 10.64 851162.10 851162.1030 0.0000

13 Providing and fixing of Single/ Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/ 50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. For For PN 16.0 -TP Air Valves of 100mm dia.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Each 10.00 37079.00 370790.00 0.00 0.00 0.00 0.00 10.00 370790.00 10.00 370790.00 0.00 0.00 370790.0000 0.0000

14 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.M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 0.82 6853.35 5619.75 0.00 0.82 5619.75 0.82 5619.75 0.00 0.00 5619.7470 0.0000

15 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. M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 20.74 7832.40 162443.98 20.74 162443.98 20.74 162443.98 0.00 0.00 162443.9760 0.0000 80257.149

16 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 40.00 6843.10 273724.00 40.00 273724.00 40.00 273724.00 0.00 0.00 273724.0000 0.0000

17 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: MS angle of 65 x 65 x 8mm.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. m 10.00 4377.00 43770.00 10.00 43770.00 10.00 43770.00 0.00 0.00 43770.0000 0.0000 98956.2

18 Excavating of ramming/jacking/driving pit and receiving pit of size 5.00m(length) x 3.00m (breadth), up to 6.00 m depth in all soil strata including shoring and strutting including cutting of Asphalt/CC/Macadam road surface and removing the excavated stuff with all lead and lifts. The work includes formation of CC/RCC of 1:3:6 with or without 20mm steel with suitable spacing. The work also to receive the impacts driving pushing operation of encasing pipe. The cost includes driving the horizontal bore by pushing/jacking methods (trenchless technology method) by using construction agencies' cranes, jacks, jacking materials, generator, welding machineries, compressor, jack hammer and other equipments etc., without interfering and causing any hindrance to the movement of traffic or any other vehicles, without any disturbances to the railway/road/canal formation etc., The cost also includes bailing / pumping of water where ever necessary without affecting any installation like water supply and sanitary pipeline/telephone cable, electric cables etc. The work comprises of water for curing, carriage and fixing charges, concrete up to plinth for erecting and conducting the hydraulic pushing arrangements apart from passing through and scooping the earth inside the pipes and pit and depositing and disposing the surplus earthto a designated/ approval place and levelling the site after completion of entire work as directed by Engineer in Charge. The rate is excluding the cost of MS pipes.Size up to 5 mts X 3 mts - depth up to 4 mts.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Each 1.00 173559.00 173559.00 1.00 173559.00 1.00 173559.00 0.00 0.00 173559.0000 0.0000

19 Installation of product pipe by manual jacking method - Manufacturing, providing, transporting, rolling, lowering, laying & jointing, testing, commissioning of ERW (Electric Resistance Welded), SAW (Submerged Arc Welded) MS pipe (Fe-410 grade) conforming to IS 3589-2001 with latest ammendments including perfect linking welding of joints to correct position including cost and conveyance of pipes and materials with all lead ,lift, cost of labour, loading and unloading of pipes for the following diameters with specified thickness of plate as noted below including bailing out of water wherever necessary for laying of carrier pipe of suitable dia including inside and outside of casing pipe painted with two coats of Anti corrossive tankmastic paint. Installation of steel pipe by Ramming / Jacking method to cross Railway track / NH /BDA /BBMP/ Other roads/Existing utilities / NALA crossings, filling the gap between casing pipe and carrier pipe with quarry grit using compressor with all necessary equipments, plants etc, complete. Suitable spacers of HDP/ MS or other similar material should be provided in between carrier & casing pipe to prevent carrier pipe forming metallic contact with casing pipe. Note : a. The cost of jacking is inclusive of cost M.S. casing pipe of specified thickness b. The cost of carrying pipe is separate and provision shall be made as per site requirement c. The cost of Jacking includes all leads lifts, cost of consumables, fuel charges, labour. d. The cost of jacking and receving pits shall be proposed seperatelly as per site requirement. Jacking of 900 mm dia & 16mm thick M.S. Casing Pipe.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. m 20.00 53195.00 1063900.00 20.00 1063900.00 0.00 0.00 0.00 0.00 0.00 20.00 1063900.00 0.00 0.00 1063900.0000 0.0000

20 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Sqm 2393.00 6.00 14358.00 2393.00 14358.00 0.00 0.00 0.00 2393.00 14358.00 0.00 0.00 14358.0000 0.0000

21 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 1914.40 474.00 907425.60 1914.40 907425.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1914.40 907425.60 0.00 0.00 907425.6000 0.0000

22 Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 Plant Mix Method (v) For Grading -V Material.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 239.30 2487.00 595139.10 239.30 595139.10 0.00 0.00 0.00 239.30 595139.10 0.00 0.00 595139.1000 0.0000

23 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 538.43 2559.00 1377842.37 538.43 1377842.37 0.00 0.00 0.00 538.43 1377842.37 0.00 0.00 1377842.3700 0.0000

24 Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Sqm 2393.00 63.00 150759.00 2393.00 150759.00 0.00 0.00 0.00 0.00 0.00 0.00 2393.00 150759.00 0.00 0.00 150759.0000 0.0000

25 Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Sqm 2393.00 22.00 52646.00 2393.00 52646.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2393.00 52646.00 0.00 0.00 52646.0000 0.0000

26 Providing and laying Dense Graded Bituminous Macadam with 100 TPH capacity HMP batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 119.65 13536.00 1619582.40 119.65 1619582.40 0.00 0.00 119.65 1619582.40 0.00 0.00 1619582.4000 0.0000

27 Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 71.79 16072.00 1153808.88 71.79 1153808.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 71.79 1153808.88 1153808.8800 0.0000

28 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.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Tonne 1.97 116340.00 229306.14 0.00 0.00 0.00 0.00 1.97 229306.14 1.97 229306.14 0.00 0.00 229306.1400 0.0000

29 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 specifications and approved drawings. (excluding cost of thrust block for anchoring encasing manifold pipe ).COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Tonne 1.47 102748.00 150525.82 1.47 150525.82 1.47 150525.82 0.00 0.00 150525.8200 0.0000

30 Providing and fixing of DI Double flanged wafer type (Concentric) / double eccentrically disc, Resilent seated Butterfly valves confoming to BS EN 593 / IS 13095 with shaft shall be of stainless steel AISI 410/431/420 and Renewable soft seal on the disc and body seat face of nickel weld overlay micro finished/Bolted External Seat of SS 304 / CF8 with Powder or liquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Fce to face dimensions as per EN 558-1 Basic series 14 (DIN 3203 F4) or AWWA C 504 : 80 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuits. The flange drilling standard is IS 1538. hence, drilling of hole in the valves shall match with the pipe flange drilling standard, the valves are to be suitabale for buried operaion with the gear box sealed and lubricated for life time opration. ( All the drilled holes in the body shall be of though holes, no tapped holes will be allowed) DI Double Flanged Eccentric Butterfly Valve For PN 10.0-400mm.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Each 3.00 94244.00 282732.00 3.00 282732.00 3.00 282732.00 0.00 0.00 282732.0000 0.0000 16290639.28

31 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 -400mm.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Each 3.00 53597.00 160791.00 3.00 160791.00 3.00 160791.00 0.00 0.00 160791.0000 0.0000

32 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 sluice Valve of PN16.0 and 200mm.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Each 3.00 33036.00 99108.00 0.00 3.00 99108.00 3.00 99108.00 0.00 0.00 99108.0000 0.0000

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

APT 46544683.66 Milestones and liquidity damages

MILESTONES AMOUNT Liquidity damage

Mile Stone 4 46544683.66 46,545 Per day

Earthwork excavation/Embankment/Filling Comboined Qty 13439.06 Cum 13439.06

Cement Concrete both PCC and RCC 243.968 Cum 243.97

15514894.55 0.353 Reinforcement of Steel 8.510 MT 8.51 Executive Engineer

M.S.Raising Main of Dia 600mm 2.92 Km 2.92 MI and GWD Division, Mandya.

Air Valves/Scour Valves/SLUICE VALVE/Check Valves/Butterfly valves 20 Nos 20.00

Annual turn over Rs 930.90 Lakhs Lakhs 930.90

Line of credit Rs 164.41 Lakhs Lakhs 164.41

Similar nature of work Rs 232.72 Lakhs Lakhs 232.72

TENTATIVE PHYSICAL / FINANCIAL ACTIVITY CHART

NAME OF WORK: REJUVENATION OF SURGITOPPU LIS IN MALAVALLI TALUK MANDYA DISTRICT

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

NAME OF WORK:REJUVENATION OF SURGITOPPU LIS IN MALAVALLI TALUK MANDYA DISTRICT

Estimated cost : 590.00 Lakhs

Amount put to tender: : Rs. 46544683.66 (Excl GST)

Earnest Money Deposit : Rs. 699000.00

Time for Completion : 11 Months including monsoon season.

1 Annual financial turnover : 465.45 x x 2.00 = 930.89 Rs 931.00 Lakhs

2 Similar Nature of Work such as Construction of Bridge cum checkdam/ Checkdam / Bridge cum Barrage : 465.45 x x 0.50 = 232.723 Rs 232.73 Lakhs

3 line of credit : As per PERT Chart 164.41 Rs 164.41 Lakhs

3.2 c) Executed in any one year, the following minimum quantities of work

SL NO Item of work Unit Quantity Quantity

1 Earth work Excavation, Embankment & Desilting (Combined) Cum 16798.83 x 1.00 x 0.80 = 13439.06 13440.00

2 Cement Concrete both PCC and RCC Cum 304.96 x 1.00 x 0.80 = 243.97 244.00

3 Reinforcement of Steel MT 10.64 x 1.00 x 0.80 = 8.51 8.51

4 M.S.Raising Main of Dia 600mm Km 3.65 1.00 x 0.80 = 2.92 2.92

5 Air Valves/Scour Valves/SLUICE VALVE/Check Valves/Butterfly valves Nos 25.00 1.00 x 0.80 = 20.00 20.00

3.3 (a) Availability of the required / specified key and critical equipment

Sl No Details of Machinery/Equipment’s Total Nos Own Hire/ Lease

1 Excavator Nos 2 1 1

2 Tipper Nos 2 1 1

3 Hydraulic Pressure Testing Equipment Nos 2 2 Own Or Hire

4 Hydraulic Crane/Crane Nos 1 1 Own Or Hire

5 Earth Compactor Nos 1 1 Own Or Hire

EXECUTIVE ENGINEER,

M.I & GWD DIVISION, MANDYA

NAME OF WORK:REJUVENATION OF SURGITOPPU LIS IN MALAVALLI TALUK MANDYA DISTRICT

Sl. No. Specification Unit Quantity Rate Amount ( in Rs)

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.In all kinds of soils upto 3 m depth.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 4239.39 102.00 432417.78

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 INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 2207.88 363.00 801460.44

3 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 Depth Exceedi9ng 1.5m but not excedding 3m.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 1748.89 425.00 743278.25

4 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.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 6688.27 160.00 1070123.20

5 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 1914.40 474.00 907425.60

Earth work Excavation, Embankment & Desilting (Combined) Cum 16798.83 3954705.27

1 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 INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 28.85 5989.00 172782.65

2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 53.90 6469.84 348724.38

3 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 160.65 6532.05 1049373.83

4 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.M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 0.82 6853.35 5619.75

5 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. M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 20.74 7832.40 162443.98

6 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 40.00 6843.10 273724.00

Cement Concrete both PCC and RCC Cum 304.96 2012668.58

1 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. All other type of structures.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. tonne 10.64 80019.00 851162.10

Reinforcement of Steel tonne 10.64 851162.10

1 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.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. tonne 250.69 127900.00 32063251.00

M.S.Rising Main (Dia 600mm L-3030m and Dia 398.40mm L-620m)-Total Length-3650.00M tonne 250.69Tonne (for Total Length-3650.Km Dia from 398.40 to 600mm) 32063251.00

1 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 diameter valve with accessorries.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Set 2.00 12050.00 24100.00

2 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: For sluice Valve of PN 16.0 and 150mm.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Each 1.00 21150.00 21150.00

3 Providing and fixing kinetic AIR VALVE of PN 16.0 for automatic discharge of accumulate air during working condition, conforming to IS 14845 / EN 1074-4. Body and bonnet of DI conforming to IS-1865 of grade GGG-40/50, seals are made of approved EPDM, SS 304 float, guide and internals. Flange drilling according to IS-1538 with appurtenances. complete. Body and bonnet shall be coated with electrostatically applied epoxy powder coating with a coating thickness of 250 micron both inside and outside etc. complete For K Air Valves of 80mm dia.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Each 3.00 26343.00 79029.00

4 Providing and fixing of Single/ Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/ 50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. For For PN 16.0 -TP Air Valves of 100mm dia.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Each 10.00 37079.00 370790.00

5 Providing and fixing of DI Double flanged wafer type (Concentric) / double eccentrically disc, Resilent seated Butterfly valves confoming to BS EN 593 / IS 13095 with shaft shall be of stainless steel AISI 410/431/420 and Renewable soft seal on the disc and body seat face of nickel weld overlay micro finished/Bolted External Seat of SS 304 / CF8 with Powder or liquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Fce to face dimensions as per EN 558-1 Basic series 14 (DIN 3203 F4) or AWWA C 504 : 80 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuits. The flange drilling standard is IS 1538. hence, drilling of hole in the valves shall match with the pipe flange drilling standard, the valves are to be suitabale for buried operaion with the gear box sealed and lubricated for life time opration. ( All the drilled holes in the body shall be of though holes, no tapped holes will be allowed) DI Double Flanged Eccentric Butterfly Valve For PN 10.0-400mm.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Each 3.00 94244.00 282732.00

6 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 -400mm.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Each 3.00 53597.00 160791.00

7 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 sluice Valve of PN16.0 and 200mm.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Each 3.00 33036.00 99108.00

Air Valves/Scour Valves/SLUICE VALVE/Check Valves/Butterfly valves 25.00 1037700.00

NAME OF WORK:REJUVENATION OF SURGITOPPU LIS IN MALAVALLI TALUK MANDYA DISTRICT Construction of Check dam across Shimsha river near Marasinganahalli of Maddur Taluk in Mandya District.

Sl No Item Code Item Name Unit Quantity Rate Amount

1 Vol-1, Page no. 8, Item no. 1.14.1 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.In all kinds of soils upto 3 m depth.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 4239.39 102.00 432418.00

2 Vol-1, Page no. 8, Item no. 1.15.1 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.In ordinary/soft rock without blasting upto 1.5 m depth.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 2207.88 363.00 801460.00

3 Vol-1, Page no. 8, Item no. 1.15.2 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 Depth Exceedi9ng 1.5m but not excedding 3m.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 1748.89 425.00 743278.00

4 Vol-4 I, Page no. 96, Item no. 7.24 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.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. tonne 250.69 127900.00 32063251.00

5 Vol-4 I, Page no. 107, Item no. 8.36.1 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 diameter valve with accessorries.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Set 2.00 12050.00 24100.00

6 Vol-1, Page no. 7, Item no. 1.10 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.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 6688.27 160.00 1070123.00

7 Vol-5, Page no. 23, Item no. 2.24.4 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: For sluice Valve of PN 16.0 and 150mm.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Each 1.00 21150.00 21150.00

8 Vol-5, Page no. 27, Item no. 2.33.1 Providing and fixing kinetic AIR VALVE of PN 16.0 for automatic discharge of accumulate air during working condition, conforming to IS 14845 / EN 1074-4. Body and bonnet of DI conforming to IS-1865 of grade GGG-40/50, seals are made of approved EPDM, SS 304 float, guide and internals. Flange drilling according to IS-1538 with appurtenances. complete. Body and bonnet shall be coated with electrostatically applied epoxy powder coating with a coating thickness of 250 micron both inside and outside etc. complete For K Air Valves of 80mm dia.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Each 3.00 26343.00 79029.00

9 Vol-4 I, Page no. 39, Item no. 2.13 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 INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 28.85 5989.00 172783.00

10 Vol-1, Page no. 16, Item no. 2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 53.90 6469.84 348724.00

11 Vol-1, Page no. 16, Item no. 2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 160.65 6532.05 1049374.00

12 Vol-1, Page no. 18, Item no. 2.11 h 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.All other type of structures.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. tonne 10.64 80019.00 851162.00

13 Vol-5, Page no. 28, Item no. 2.36.3 Providing and fixing of Single/ Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/ 50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation. For For PN 16.0 -TP Air Valves of 100mm dia.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Each 10.00 37079.00 370790.00

14 Vol-1, Page no. 16, Item no. 2.5.1 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.M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 0.82 6853.35 5620.00

15 Vol-1, Page no. 16, Item no. 2.5.1 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, M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 20.74 7832.40 162444.00 38143571

16 Vol-1, Page no. 16, Item no. 2.4.2 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 40.00 6843.10 273724.00

17 Vol-5, Page no. 85, Item no. 7.1.1 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: MS angle of 65 x 65 x 8mm.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. m 10.00 4377.00 43770.00

18 Vol-5, Page no. 215, Item no. 17.1.1 Excavating of ramming/jacking/driving pit and receiving pit of size 5.00m(length) x 3.00m (breadth), up to 6.00 m depth in all soil strata including shoring and strutting including cutting of Asphalt/CC/Macadam road surface and removing the excavated stuff with all lead and lifts. The work includes formation of CC/RCC of 1:3:6 with or without 20mm steel with suitable spacing. The work also to receive the impacts driving pushing operation of encasing pipe. The cost includes driving the horizontal bore by pushing/jacking methods (trenchless technology method) by using construction agencies' cranes, jacks, jacking materials, generator, welding machineries, compressor, jack hammer and other equipments etc., without interfering and causing any hindrance to the movement of traffic or any other vehicles, without any disturbances to the railway/road/canal formation etc., The cost also includes bailing / pumping of water where ever necessary without affecting any installation like water supply and sanitary pipeline/telephone cable, electric cables etc. The work comprises of water for curing, carriage and fixing charges, concrete up to plinth for erecting and conducting the hydraulic pushing arrangements apart from passing through and scooping the earth inside the pipes and pit and depositing and disposing the surplus earthto a designated/ approval place and levelling the site after completion of entire work as directed by Engineer in Charge. The rate is excluding the cost of MS pipes.Size up to 5 mts X 3 mts - depth up to 4 mts.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Each 1.00 173559.00 173559.00

19 Vol-5, Page no. 216, Item no. 17.2.8 Installation of product pipe by manual jacking method - Manufacturing, providing, transporting, rolling, lowering, laying & jointing, testing, commissioning of ERW (Electric Resistance Welded), SAW (Submerged Arc Welded) MS pipe (Fe-410 grade) conforming to IS 3589-2001 with latest ammendments including perfect linking welding of joints to correct position including cost and conveyance of pipes and materials with all lead ,lift, cost of labour, loading and unloading of pipes for the following diameters with specified thickness of plate as noted below including bailing out of water wherever necessary for laying of carrier pipe of suitable dia including inside and outside of casing pipe painted with two coats of Anti corrossive tankmastic paint. Installation of steel pipe by Ramming / Jacking method to cross Railway track / NH /BDA /BBMP/ Other roads/Existing utilities / NALA crossings, filling the gap between casing pipe and carrier pipe with quarry grit using compressor with all necessary equipments, plants etc, complete. Suitable spacers of HDP/ MS or other similar material should be provided in between carrier & casing pipe to prevent carrier pipe forming metallic contact with casing pipe. Note : a. The cost of jacking is inclusive of cost M.S. casing pipe of specified thickness b. The cost of carrying pipe is separate and provision shall be made as per site requirement c. The cost of Jacking includes all leads lifts, cost of consumables, fuel charges, labour. d. The cost of jacking and receving pits shall be proposed seperatelly as per site requirement. Jacking of 900 mm dia & 16mm thick M.S. Casing Pipe.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. m 20.00 53195.00 1063900.00

20 Vol-3, Page no. 17, Item no. 3.5 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Sqm 2393.00 6.00 14358.00

21 Vol-1, Page no. 7, Item no. 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 1914.40 474.00 907426.00

22 Vol-3, Page no. 23, Item no. 4.1 A V Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 Plant Mix Method (v) For Grading -V Material.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 239.30 2487.00 595139.00

23 Vol-3, Page no. 26, Item no. 4.17 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 538.43 2559.00 1377842.00

24 Vol-3, Page no. 31, Item no. 5.1 A i Prime Coat over WMM/WBM (i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Sqm 2393.00 63.00 150759.00

25 Vol-3, Page no. 31, Item no. 5.4 ii Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Sqm 2393.00 22.00 52646.00

26 Vol-3, Page no. 35, Item no. 5.12 B Providing and laying Dense Graded Bituminous Macadam with 100 TPH capacity HMP batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 119.65 13536.00 1619582.00

27 Vol-3, Page no. 38, Item no. 5.16 C Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Cum 71.79 16072.00 1153809.00

28 Vol-4, Page no. 91, Item no. 7.4 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.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Tonne 1.97 116340.00 229306.00

29 Vol-4 II, Page no. 91, Item no. 7.5 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 specifications and approved drawings. (excluding cost of thrust block for anchoring encasing manifold pipe).COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Tonne 1.47 102748.00 150526.00

30 Vol-5, Page no. 30, Item no. 2.42.5 Providing and fixing of DI Double flanged wafer type (Concentric) / double eccentrically disc, Resilent seated Butterfly valves confoming to BS EN 593 / IS 13095 with shaft shall be of stainless steel AISI 410/431/420 and Renewable soft seal on the disc and body seat face of nickel weld overlay micro finished/Bolted External Seat of SS 304 / CF8 with Powder or liquid epoxy coating with minimum thickness of 250 microns applied on both body and disc inside and outside. Fce to face dimensions as per EN 558-1 Basic series 14 (DIN 3203 F4) or AWWA C 504 : 80 or IS 13095. The valves shall be supplied along with the required number of standard make galvanized Bolts and nuits. The flange drilling standard is IS 1538. hence, drilling of hole in the valves shall match with the pipe flange drilling standard, the valves are to be suitabale for buried operaion with the gear box sealed and lubricated for life time opration. ( All the drilled holes in the body shall be of though holes, no tapped holes will be allowed)DI Double Flanged Eccentric Butterfly Valve For PN 10.0-400mm.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Each 3.00 94244.00 282732.00

31 Vol-5, Page no. 24, Item no. 2.26.8 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 -400mm.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Each 3.00 53597.00 160791.00

32 Vol-5, Page no. 23, Item no. 2.24.5 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 sluice Valve of PN16.0 and 200mm.COMPLETE WITH ALL LEAD AND LIFT INCLUDING LOADING AND UNLOADING CHARGES AND AS PER THE DIRECTION OF ENGINEER IN CHARGE OF THE WORK. Each 3.00 33036.00 99108.00

Grand Total 46544683.00

Si.No Perticulars Unit Qty Amount

1 EWE , Embankment, refilling Cum 153931.68 20666223.61

3 Steel reinforcement Kg 83551.88 5597975.96

Si.No Pertic Spec EWE

1 DETAILED ESTIMATE FOR JACKWELL CUM PUMP HOUSE EWE Ordi 1132.31 56.00 63,409.36

Soft Rock without b 923.75 91.50 84,523.13

Soft Rock with b 736.41 223.00 164,219.43

Fillin behind jackwell 3404.75 209 711,592.75

New Embank arround jw 247.5 243 60,142.50

2 DETAILED ESTIMATE FOR INTAKE HEAD WALL (Sub Estimate) EWE Ordi 4590.46 56.00 257,065.76

Soft Rock without b 103.90 304.00 31,585.60

Soft Rock with b 55 435 23,925.00

Fillin behind jackwell 120 209 25,080.00

3 DETAILED ESTIMATE FOR INTAKE PIPE (Sub Estimate) EWE Ordi 281.25 56.00 15,750.00

Soft Rock without b 213.75 91.50 19,558.13

Soft Rock with b 105 609 63,945.00

4 DETAILED ESTIMATE FOR PROVIDING & LAYING M.S RAISING MAIN & GRAVITY MAIN EWE Ordi RM 7152.00 56.00 400,512.00

Soft Rock without b RM 4023.00 78.00 313,794.00

Soft Rock without b GM 3755.16 78.00 292,902.48

Soft Rock with b RM 2235 579 1,294,065.00

Soft Rock with b GM 2086.2 579 1,207,909.80

Hard Rock RM 745 984 733,080.00

Hard Rock GM 695.4 984 684,273.60

Hard Rock RM 600 984 590,400.00

Hard Rock GM 200 984 196,800.00

Hard Rock RM 450 984 442,800.00

Hard Rock GM 150 984 147,600.00

5 DETAILED ESTIMATE FOR THRUST BLOCK (sub estimate) EWE Ordi 4 1.13 4.52 56.00 253.12

6 DETAILED ESTIMATE FOR AIR VALVE CHAMBER (sub estimate) EWE Ordi 14 4.00 56 56.00 3,136.00

7 DETAILED ESTIMATE FOR OPEN CHAMBER (sub estimate) EWE Ordi 11 4.00 44 56.00 2,464.00

8 DETAILED ESTIMATE FOR GRAVITY OUTLET (sub estimate) EWE Ordi 7 14.62 102.34 56.00 5,731.04

9 DETAILED ESTIMATE FOR MANIFOLD CHAMNER (Sub Estimate) EWE Ordi 1 27.00 27 56.00 1,512.00

10 DETAILED ESTIMATE FOR ROAD CROSSING ALONG RISING MAIN (sub estimate) EWE Ordi 3 27.00 81 56.00 4,536.00

11 DETAILED ESTIMATE FOR CANAL CROSSING ALONG RISING MAIN (sub estimate) EWE Ordi 2 24.00 48 56.00 2,688.00

12 DETAILED ESTIMATE FOR SURGE TANK (Sub Estimate) EWE Ordi 2 6.00 12 235.00 2,820.00

13 DETAILED ESTIMATE FOR CHAIN LINK FENCING AND GATE TO PH YARD EWE Ordi 75.42 297.00 22,399.74

14 DETAILED ESTIMATE FOR CONSTRUCTION OF ROAD FOR PUMP HOUSE APPROACH EWE Ordi 1180.08 179.00 211,234.32

Embankment 540 324 174,960.00

15 DETAILED ESTIMATE FOR TANKS IMPROVEMENTS EWE Ordi 2051.2 246.00 504,595.20

new Embankment 3384 243 822,312.00

16 DETAILED ESTIMATE FOR CONVENTION HALL EWE Ordi 271.80 56.00 15,220.80

17 DETAILED ESTIMATE FOR RIDGE CISTERN CUM PUMP HOUSE EWE Ordi 89.10 56.00 4,989.60

Fillin behind jackwell 30 209 6,270.00

18 Dist Network Drip EWE Ordi 4709.82 56.00 263,749.92

sofr rock without b 523.32 304.00 159,089.28

19 Pipe Network Drip EWE Ordi 1609.12 56.00 90,110.72

sofr rock without b 189.31 304.00 57,550.24

sofr rock with b 94.65 196.00 18,551.40

20 Micro system EWE Ordi 3815.72 56.00 213,680.32

Si.No Pertic Spec EWE

1 DETAILED ESTIMATE FOR JACKWELL CUM PUMP HOUSE 40 M-15 24.16 5,422.00 130,995.52

2 DETAILED ESTIMATE FOR INTAKE HEAD WALL (Sub Estimate)E 40 M-15 4.74 5,422.00 25,700.28

3 DETAILED ESTIMATE FOR INTAKE PIPE (Sub Estimate) 40 M-15 7.20 5,422.00 39,038.40

4 DETAILED ESTIMATE FOR THRUST BLOCK (sub estimate) 40 M-15 4 0.75 3.00 5,422.00 16,266.00

5 DETAILED ESTIMATE FOR AIR VALVE CHAMBER (sub estimate) 40 M-15 14 0.80 11.20 5,422.00 60,726.40

6 DETAILED ESTIMATE FOR OPEN CHAMBER (sub estimate) 40 M-15 11 0.80 8.80 5,422.00 47,713.60

7 DETAILED ESTIMATE FOR GRAVITY OUTLET (sub estimate) 40 M-15 7 2.58 18.06 5,422.00 97,921.32

8 DETAILED ESTIMATE FOR MANIFOLD CHAMNER (Sub Estimate) 40 M-15 1 2.70 2.70 5,422.00 14,639.40

9 DETAILED ESTIMATE FOR ROAD CROSSING ALONG RISING MAIN (sub estimate) 40 M-15 3 5.88 17.64 5,422.00 95,644.08

10 DETAILED ESTIMATE FOR CANAL CROSSING ALONG RISING MAIN (sub estimate) 40 M-15 2 0.79 1.58 5,422.00 8,566.76

11 DETAILED ESTIMATE FOR SURGE TANK (Sub Estimate) 40 M-15 2 0.07 0.14 5,422.00 759.08

12 DETAILED ESTIMATE FOR CHAIN LINK FENCING AND GATE TO PH YARD 136 18.32 5,212.00 95,483.84

13 DETAILED ESTIMATE FOR CONSTRUCTION OF ROAD FOR PUMP HOUSE APPROACH 136 181.44 5,212.00 945,665.28

14 DETAILED ESTIMATE FOR TANKS IMPROVEMENTS 40M15 154.24 5,420.00 835,980.80

15 DETAILED ESTIMATE FOR CONVENTION HALL 40M15 76.70 5,422.00 415,867.40

16 DETAILED ESTIMATE FOR RIDGE CISTERN CUM PUMP HOUSE 40M15 16.00 5,422.00 86,752.00

Si.No Pertic Spec EWE

1 DETAILED ESTIMATE FOR JACKWELL CUM PUMP HOUSE steel 31072.81 67.00 2,081,878.27

2 DETAILED ESTIMATE FOR INTAKE HEAD WALL (Sub Estimate)E steel 897.62 67.00 60,140.54

3 DETAILED ESTIMATE FOR INTAKE PIPE (Sub Estimate) steel 897.62 67.00 60,140.54

4 DETAILED ESTIMATE FOR THRUST BLOCK (sub estimate) steel 4 85.96 343.84 67.00 23,037.28

5 DETAILED ESTIMATE FOR AIR VALVE CHAMBER (sub estimate) steel 14 197.36 2763.04 67.00 185,123.68

6 DETAILED ESTIMATE FOR OPEN CHAMBER (sub estimate) steel 11 197.36 2170.96 67.00 145,454.32

7 DETAILED ESTIMATE FOR GRAVITY OUTLET (sub estimate) steel 7 224.31 1570.17 67.00 105,201.39

8 DETAILED ESTIMATE FOR MANIFOLD CHAMNER (Sub Estimate) steel 1 1292.19 1292.19 67.00 86,576.73

9 DETAILED ESTIMATE FOR ROAD CROSSING ALONG RISING MAIN (sub estimate) steel 3 1541.14 4623.42 67.00 309,769.14

10 DETAILED ESTIMATE FOR CANAL CROSSING ALONG RISING MAIN (sub estimate) steel 2 219.56 439.12 67.00 29,421.04

11 DETAILED ESTIMATE FOR SURGE TANK (Sub Estimate) steel 2 248.08 496.16 67.00 33,242.72

12 DETAILED ESTIMATE FOR CHAIN LINK FENCING AND GATE TO PH YARD steel 313.55 67.00 21,007.85

13 DETAILED ESTIMATE FOR CONSTRUCTION OF ROAD FOR PUMP HOUSE APPROACH steel 17461.2 67.00 1,169,900.40

14 DETAILED ESTIMATE FOR TANKS IMPROVEMENTS steel 10959.42 67.00 734,281.14

15 DETAILED ESTIMATE FOR CONVENTION HALL steel 5192.37 67.00 347,888.79

16 DETAILED ESTIMATE FOR RIDGE CISTERN CUM PUMP HOUSE steel 3058.39 67.00 204,912.13

MS Rising Main 330mm OD L = 4125 15,933,571.00

ªÉÄʸÀÆgÀÄ f¯Éè PÉ.Dgï.£ÀUÀgÀ vÁ®ÆèPÀÄ ªÀÄArUÀ£ÀºÀ½î, ºÀgÀA§½î ºÁUÀÆ eÉÊ£ÀºÀ½î ºÁUÀÆ E¤ßvÀgÀ UÁæªÀÄUÀ¼À PÉgÉUÀ½UÉ KvÀ ¤ÃgÁªÀj AiÉÆÃd£É¬ÄAzÀ ¤ÃgÀÄt¹ PÉgÉUÀ¼À£ÀÄß C©üªÀÈ¢Ý ¥Àr¹ gÉÊvÀgÀ d«ÄäUÉ ¤ÃgÀ£ÀÄß ¥ÀÆgÉʸÀĪÀ PÁªÀÄUÁj.

ABSTRACT ESTIMATE FOR MICRO IRRIGATION WORK

Sl. No Paticulars Amount

1 Construction of convention hall (12m x 15m) dimension with two separate bathrooms (with pit), one kitche, one room (4m x 4m ) and hall for remaning dimension, building should be enclosed with over head tank of 1000 lts and solar water heater of 200 lts capacity, with suitable electric component, floor should be layed with vetriefied tiles, all doors and windows should be made of teak, inside and outside painting included. one projector, one table and 15 chairs is also include. 4405209

2 Construction of Ridge cistern cum Pump House 2480799

3 Micro irrigation pipe network 30681196

4 Automation work for Micro Irrigation work (SCAADA) 9088799

5 Organizing the tour for 210 members of the village for the development of skill and knowledge in the field of Drip Irrigation. (Outside Karnataka). 210 Members can be divided into 3 groups and yearly each group can be taken for trip. 3000 expenses per person 630000

6 Providing Fertilizers and seeds to Farmers for 5 Years. @ 5000 per acres for 310 acres 7750000

ªÉÄʸÀÆgÀÄ f¯Éè, PÉ.Dgï. £ÀUÀgÀ vÁ®ÆèPÀÄ, d¥ÀzÀPÀmÉÖ KvÀ ¤ÃgÁªÀj AiÉÆÃd£É PÁªÀÄUÁj

GENERAL ABSTRACT SHEET

SL NO ITEM OF WORK AMOUNT

1 TOTAL FOR CIVIL WORKS 215002934.00

2 ELECTRO MECHANICAL WORK 70010952.00

3 LAND ACQUISITION AND CROP COMPENSATION 17995000.00

Amount put to Tender

2 PREPARATION OF DPR, SURVEY AND ESTIMATION (0.40 % AS PER MI rates, Inclusive of 18 % GST) 2092450.00

3 Miscellaneous charges 25250131.00

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DETAILED ESTIMATE FOR PROVIDING & LAYING M.S RAISING MAIN & GRAVITY MAIN

Sl.No Paticulars Unit No. L B D Qty Rate Amount

1 Excavation in all kinds of soil by mechanical means including boulders upto 0.6 m diameter ( 0.113 cum ) for approach channel, foundation of jack well, pipe line trench, anchor block, thrust block, saddles and other appurtenant structures and placing excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with lead upto 50 m and initial lift upto 1.50 m.Note : For every 1.5 m additional lift beyond 1.50 m from surface add

MI SR / LIFT IRRIGATION WORKS / Item.No 1. c / Page No - 86 / 2018-19.

Total Length of Rising Main 4125.00 meters

Total Length of Gravity Main 3777.00 meters

2 Excavation in soft rock without blasting by mechanical means including boulders upto 0.6 m diameter ( 0.113 cum ) for approach channel, foundation of jack well, pipe line trench, anchor block, thrust block, saddles and other appurtenant structures and placing excavated stuff neatly in specified dump area or disposing off the same as directed etc.,complete with lead upto 50 m and initial lift upto 1.50 m. Note: For every 1.5 m additional lift beyond 1.50 m from surface add 0.8

MI SR / LIFT IRRIGATION WORKS / Item.No 2.c / Page No - 86 / 2018-19. 1.8 1

3 Excavation in soft rock requiring blasting including boulders upto 0.6 m diameter ( 0.113 cum ) and bu manually placing excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with lead upto 50 m and initial lift upto 1.5 m. b. for pipe line trench, anchor block, thrust block, saddles and other similar structures.Note: For every 1.5 m additional lift beyond 3 m from surface add 750

MI SR / LIFT IRRIGATION WORKS / Item.No 3.b / Page No - 87 / 2018-19.

4 Excavation in hard rock of all toughness including boulders above 0.6 m dia. ( 0.113 cum ) by approved controlled blasting methods including control of vibration by use of delay detonators and control of fly-rock by muffling for foundations of jack well, pipe line trenches and other appurtenant structures etc., using only jack hammers for drilling and minimising damage to rock beyond excavation line by adopting any one or combination of line drilling / pre-splitting / smooth blasting techniques and placing the excavated rock neatly in approved dump area as directed etc., complete with initial lead upto 50 m and initial lift upto 1.5 m.

MI SR / LIFT IRRIGATION WORKS / Item.No 5 / Page No - 88 / 2018-19.

For 400 Mtrs along Rising main all Hard rock

For 300 Mtrs along Gravity main all Hard rock

5 Manufacturing, supplying, laying in position, aligning, jointing, testing and commissioning of electric resistance welded / submerged arc welded mild steel ( Fe-410 grade ) rising main of specified diameter and plate thickness provided with flanges / outlets wherever required for connecting to manifold system / for fixing valves and provided with one coat of 40micron thick zinc rich epoxy primer painter and 4 Coats of Each 100micron thick coal tar epoxy for inner surface and 25 mm thick outer lining of CM 1:3 proportion 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 etc.,complete as per specifications and approved drawings with lead upto 1 km and all lifts. Note:

Diameter of raising main : 330.mm Thickness of plate : 5mm. Rate per Rm of pipe = Rate per tonne x Weight of pipe per RmWeight of pipe per Rm for specified diameter and plate thickness= 0.597 x Diameter of pipe in mm x Plate thickness in mm / 24000=0.597 x 330 x 5x1000 /24000=0.041 Tonne/Mtr 330 5

Derived rate of Item No. 5.45 Page No. 115 of WRDO SR 2018-19

length of rising main weight /Rm in tonne Rate / Tonne Rate / Rm

Rising Main Starting 30 m of the length 8 mm thickness is provided (Surge protection) 1 30.00 0.066 93795.70 6159.57 184,787.00 330 8

6 Supplying HDPE pipe confirming to IS 4985 1995 with latest amendment conveying to work site including loading and unloading. HDPE Grade- PE 80 confirming to IS 4984-1995 / PN 6.0

KUWSS & DB SR / Item.No 11 / Page No - 18 / 2018-19.

For Garvity Main 280 mm Dia Mtr 1 3777 280 mm 3777.00 1788.00 6,753,276.00

7 Refilling pipe line trenches with available soil obtained from excavation of trenches in layers of 150 mm thickness and compacting the same to required degree of compaction etc., complete with all lead and lifts.

MI SR / LIFT IRRIGATION WORKS / Item.No 31 / Page No - 96 / 2018-19.

Earth work Quantity from Rising main Item No 1 - 4 14955.00

Earth work Quantity from Gravity Main Item No 1 - 4 13812.60

8 Supplying, fixing and commissioning C.I Scour valve (sluice valve) of. approved make body and 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 linking with 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 etc.,. complete with all leads and lifts.

WRDO SR / LIFT IRRIGATION WORKS / Item.No 5.74.1 / Page No - 122 / 2018-19.

For Rising 100 mm dia Scour valve Nos 7 7 9,680.00 67,760.00

9 Supplying, fixing and commissioning C.I Tamper proof Air valve of approved make, body and seat ring of bronze, PN 1.6 class conforming to IS: 14845 of specified diameter with all fixtures including cost of all materials, machinery, labour etc., complete with all leads and lifts. 80 mm diameter air valve with accessories

WRDO SR / Item.No 5.75.2 / Page No - 122 / 2018-19.

For Rising and Gravity Main Nos 7 7 23290.00 163,030.00

10 Supplying, fixing and commissioning C.I Tamper proof 150mm dia Air cushion valve of approved make, body and seat ring of bronze, PN 1.6 class conforming to IS: 14845 of specified diameter with all fixtures including cost of all materials, machinery, labour etc., complete with all leads and lifts. 100 mm diameter air cushion valve with accessories

For Rising Main (surge protection) Nos 7 7 40,000.00 280,000.00

11 Supply and fixing of DI double flanged wafer type (Concntric) / double eccentrically disc, butterfly valves conforming to DIN 335 / IS 13095 with renewable soft seal on the disc, and body seat face of nickel weld overly microfinished / integral seat with power or liquid epoxy coating with minimum thickness of 250 microns applied on the both body and disc inside and outside. face to face dimensios as per EN 558-1 basic series 14 (DIN 3203 F4) or AWWAC 504:80 or BS 5155 or IS 13095. The valves shall be supplied along with the required numbers of standard make galvanised Bolts and nuts. the Falnge drilling standard is IS 1538. Hence, drilling of holoe in the valves shall match with pipe flange drilling standard. The valves are to be suitable for buried operation with the gear box and lubricated for life time operation.

KUWSS & DB SR / Item.No 13/ Page No - 19 / 2018-19.

DI Double Flanged Eccentric Butterfly valve 350 mm Dia set 1 1.00 88,731.00 88,731.00

12 Supplying valves of Board make conforming to relevant ISS with latest ammendment as detailed below of following diameters and types conveying to worksite, loading unloading stacking etc complete with all lead and lift and fixing CI Valves the rate is inclusive of Bolts and Nuts. Cast steel double flanged dual plate check valve class 300 confiming to API 594 for

KUWS & DB SR / Item.No 10.4/ Page No - 17 / 2018-19.

DI Double Flanged Eccentric check valve class 300 350 mm Dia set 1 1.00 43,751.00 43,751.00

13 Construction of thrust blocks (sub Estimate)

14 Construction of Air valve chamber (Sub estimate)

15 Construction of Open chamber for Gravity main (Sub estimate)

16 Construction of Gravity main outlet (sub-estimate)

17 Construction of Manifold chamber (sub-estimate)

18 Construction of Road Crossing (sub-estimate)

19 Construction of Canal crossing (sub-estimate)

20 Construction of One way Surge tank(sub-estimate)

Section Officer Assistant Executive Engineer Executive Engineer

M.I. & G.W.I Sub Division, Mysuru M.I.& G.W.I Division, Mysuru

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GENERAL ABSTRACT SHEET

SL NO ITEM OF WORK PHASE I PHASE II

1 TOTAL FOR CIVIL WORKS 215002934.00 134884594.00

2 ELECTRO MECHANICAL WORK 70010952.00 47166180.00

3 LAND ACQUISITION AND CROP COMPENSATION 17995000.00

4 Supply of Vehicle 1050000.00

5 Total Station instrument 500000.00

Amount put to Tender 486609660.00

2 PREPARATION OF DPR, SURVEY AND ESTIMATION (0.40 % AS PER MI rates, Inclusive of 18 % GST) 2092450.00

3 Miscellaneous charges 25250131.00

Construction of Lift Irrigation Scheme near Devanuru village in Nanjanagudu taluk of Mysuru District including Detailed Investigation & Conducting Survey, Design and Construction of Civil Works such as Intake arrangement, Jack well cum Pump house, staff quatres, Approach road with chain link Fencing & gate for Pump house yard, sump model studies, Design, Supply and installation of Electro Mechanical components such as required capacity of Pumps and Motors, installation of 11KV Electrical Sub-Station with Express Feeder line, and Design, supply and laying of MS. Rising main Pipeline, gravity mains and delivery chambers, road and railway crossing by pipe jacking/horizontal drilling method, road restoration, utility shifting, Surge Analysis and other allied components, Land Acquisition, Crop compensation, designated Tanks improvements works, obtaining permissions for executing work from different Departments and other statutory clearance from the competent authorities for the successful running of Lift Irrigation scheme to Filling of Water to the designated Tanks including operation & maintenance for a period of Five years after successfully commissioning of the scheme on Turnkey basis Construction of Lift Irrigation Scheme near Kesthuru koppalu in K.R.Nagara taluk of Mysore District including Detailed Investigation & Conducting Survey, Design and Construction of Civil Works such as Intake arrangement, Jack well cum Pump house, staff quatres, Approach road with chain link Fencing & gate for Pump house yard, sump model studies, Design, Supply and installation of Electro Mechanical components such as required capacity of Pumps and Motors, installation of 11KV Electrical Sub-Station with Express Feeder line, and Design, supply and laying of MS. Rising main Pipeline, gravity mains and delivery chambers, road crossing by pipe jacking/horizontal drilling method, road restoration, utility shifting, Surge Analysis and other allied components, Land Acquisition, Crop compensation, designated Tanks improvements works, obtaining permissions for executing work from different Departments and other statutory clearance from the competent authorities for the successful running of Lift Irrigation scheme to Filling of Water to the designated Tanks including operation & maintenance for a period of Five years after successfully commissioning of the scheme on Turnkey basis

SECTION 8: BILL OF QUANTITIES

Sl. No. Description of item Quantity Unit Rate (Rs) Amount (Rs)

1 Construction of Lift Irrigation Scheme near Kesthuru koppalu in K.R.Nagara taluk of Mysore District including Detailed Investigation & Conducting Survey, Design and Construction of Civil Works such as Intake arrangement, Jack well cum Pump house, staff quatres, Approach road with chain link Fencing & gate for Pump house yard, sump model studies, Design, Supply and installation of Electro Mechanical components such as required capacity of Pumps and Motors, installation of 11KV Electrical Sub-Station with Express Feeder line, and Design, supply and laying of MS. Rising main Pipeline, gravity mains and delivery chambers, road crossing by pipe jacking/horizontal drilling method, road restoration, utility shifting, Surge Analysis and other allied components, Land Acquisition, Crop compensation, designated Tanks improvements works, obtaining permissions for executing work from different Departments and other statutory clearance from the competent authorities for the successful running of Lift Irrigation scheme to Filling of Water to the designated Tanks including operation & maintenance for a period of Five years after successfully commissioning of the scheme on Turnkey basis 1 Lump sum 573,349,854.00 573,349,854.00