Flushing of existing bore well, Supply, erection and commissioning of Suitable HP submersible pumpset and Providing mini water supply arrangements by laying 63mm dia PVC pipe line at Ward No.29 Rajaji nagar near RO plant, Rajaji nagar near Amba Bhavani temple. Rajaji nagar near Nada Devi temple and Nehru nagar near Uttam tailor house in Vijayapura city - under 15th Finance tied grant for the year 2023-24.

BILL OF QUANTITIES.

Name of Work: Flushing of existing bore well, Supply, erection and commissioning Suitable HP submersible pumpset and Providing mini water supply arrangements by laying 63mm dia PVC pipe line at Ward No.29 Rajaji nagar near RO plant, Rajaji nagar near Amba Bhavani temple. Rajaji nagar near Nada Devi temple and Nehru nagar near Uttam tailor house in Vijayapura city - under 15th Finance tied grant for the year 2023-24.

Sl. No. Qty. Items UNIT RATE (Rs) AMOUNT (Rs)

1 2 Cleaning of borewells including yield testing of borewell either using slow or fast rigs for not more than 2 hours at the final depth with a minimum working of 2 hours continuously with air compressor or suitable pump as per specification, including the cost of transportation charges, crew charges, cost of consumables etc. complete. Ward No.29 Rajajni nagar near Nada Devi temple Ward No.29 Nehru nagar near Uttam tailor house complete etc., with all lead and lift as directed by Engineer in charge Each 19910.1 39820.20

2 3 Providing Submersible Pump Set of 150mm dia suitable for bore well and confirming to IS 8034-2000;3Phase, SS Bowl & Impeller with Low volt Motor as per specifications, to work site as per necessary ammendments and instructions of engineer incharge of work etc. complete. 2.00 HP/1.5 KW 35 Stage Ward No.29 Near Nada Devi temple Ward No.29 Near Amba Bhavani temple Ward No.29 Near Uttam tailor house complete etc., with all lead and lift as directed by Engineer in charge Set. 22903.65 68710.95

3 330 SUBMERSIBLE CABLE : Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core (sheathed) of nominal cross sectional area as per IS 694-1990 with ISI Mark and as per its latest amendments. Ward No.29 Near Nada Devi temple Ward No.29 Near Amba Bhavani temple Ward No.29 Near Uttam tailor house complete etc., with all lead and lift as directed by Engineer in charge 1x3x4 m2 Mtr. 141.75 46777.50

4 40 Supplying heavy gauge PVC conduit pipe 25 mm dia 2 mm thick confirming to IS 2509 with suitable size bends, junction boxes, adhesive paste etc , and fixing using inverted wood plugs in case of RCC ceiling and RCC wall/ stone structure or rawl plugs in case of brick walls and cement plastering the damaged portion using heavy gauge saddles at an interval of 700mm using NF screw Mtr. 81.00 3240.00

5 9 Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed. complete etc., with all lead and lift as directed by Engineer in charge In ordinary soil. CUM 508.20 4573.80

6 40 Laying of 2.5 to 25 Sqmm LT Cable in Existing Trench/GI pipe/Stone Ware/RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff complete etc., with all lead and lift as directed by Engineer in charge Mtr. 20.89 835.44

7 3 Supply, installing,testing and commissioning COMMON control panel consisting of the following INCOMING:1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter, 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump: 1 No. MCB 1 No. DOL of S/D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor, under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE: 1)DOL- Direct Online Starter 2)S-D- Star Delta Starter etc. complete. for outdoor Upto 3 HP Ward No.29 Near Nada Devi temple Ward No.29 Near Amba Bhavani temple Ward No.29 Near Uttam tailor house complete etc., with all lead and lift as directed by Engineer in charge Each 7875.00 23625.00

8 3 Labour charges for erection of outdoor type panel board and meter board units with all necessary materials and labour, tools and equipments including providing cement concrete foundation bed etc., complete as per specification, with testing of as per instructions of engineer incharge of work. complete etc., with all lead and lift as directed by Engineer in charge Job 1522.50 4567.50

9 3 Supply and delivery at site best indigenous brand new power capacitor as per IS 2834/1986 with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets. Ward No.29 Near Nada Devi temple Ward No.29 Near Amba Bhavani temple Ward No.29 Near Uttam tailor house complete etc., with all lead and lift as directed by Engineer in charge KVAR 577.50 1732.50

10 3 Supplying, fixing and wiring Electronic Trivector Meter (ETV) 5 to 20A single phase Class-1 Accuracy with Temper Proof Energy Meter complete etc., with all lead and lift as directed by Engineer in charge Each 1380.00 4140.00

11 40 Labour charges for providing connection using insulated sheathed steel wire cable as per IS 1554/ 1988 with latest amendments from KPTCL pole to meter board unit, with all necessary materials ,tools and equipments,as per specificationswith testing of as per instructions of engineer incharge of work. 3 x 10 sqmm (suitable for over head mains) Ward No.29 Near Nada Devi temple Ward No.29 Near Amba Bhavani temple Ward No.29 Near Uttam tailor house complete etc., with all lead and lift as directed by Engineer in charge Mtr. 173.25 6930.00

12 3 Earthing: Providing and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of IS 732 using 12mm bolts, nuts, washers and check nuts, the pipe shall have 16 through holes of 12mm dia. complete etc., with all lead and lift as directed by Engineer in charge job 3937.50 11812.50

13 276 Supplying and delivery at site 40mm dia HDPE pipes PE80 PN10 Note: Upto 110mm dia Coil shall be used complete etc., with all lead and lift as directed by Engineer in charge Ward No.29 Near Nada Devi temple Ward No.29 Near Amba Bhavani temple Ward No.29 Near Uttam tailor house mtr 550.00 151800.00

14 3 Labour charges for Erection, Electrification and commissioning of Pump sets, including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts, valve and gauges,tools and equipments etc., involved in the job as per specifications, with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work. complete etc., with all lead and lift as directed by Engineer in charge Job 6825.00 20475.00

15 3 Supply and delivery at site of brand new best make non-return valve as per IS 778/1984 with ISI Mark and as per its latest amendments Size 50 mm complete etc., with all lead and lift as directed by Engineer in charge Each 1312.50 3937.50

16 300 Supply and delivery at site Stringing of heavy duty Naylone/PP rope with ISI etc complete suitable for Single phase Pumpsets Ward No.29 Near Nada Devi temple Ward No.29 Near Amba Bhavani temple Ward No.29 Near Uttam tailor house complete etc., with all lead and lift as directed by Engineer in charge Mtr 42.00 12600.00

17 3 Supply and delivery at site wrought middle steel (galvanized) GI hexagonal nipple confirming to IS 1239-II, 1991 with latest amendments if any. For 40 mm dia GI hexagonal nipple (1No.s * 2No.s) complete etc., with all lead and lift as directed by Engineer in charge each 192.15 576.45

18 3 Preparation of file as per GESCOM guidelines for obtaining power sanction, preparion of Layout Drawing of tapping the pole to proposed required power point. The rate is exclussive of GST and inclussive of transporation from Board office to GESCOM office, working site to GESCOM office, accomponying with CESCOM authorities for getting power sanction, obtaining intimation copy of deposits for power sanction, the necessary deposit amount towards power sanction will be made by the Board. The rate is for completion of entire procedure for obtaining power santion in any places in Vijayanagar City for commissioning of Bore well/ open well with submersssible pumpset and any other pumping machineries etc., complete as directed by engineer in charge. complete etc., with all lead and lift as directed by Engineer in charge Job 5300.00 15900.00

19 5.4 providing and laying of 63mm dia PVC pipeline and providing mini water supply arrangements at Ward No.29 Cutting Asphalt /Concrete road surface using machine cutter for leakage pit with earth work excavation in all classifications of soil including all lead and lifts bailing out water with pumps including barricading, danger lighting etc., as per requirement and disposing of the excavated stuff as directed. After attending the leak, refilling the trench for 30 cm depth quarry dust above and around pipelines and balance with available earth in layers not exceeding 20 cms in depth, compacting Each deposited layer by ramming including watering and consolidation by mechanical means approved by Engineer Incharge. (Work to be carried out as per leak repair manual and the rate includes hire charges of dewatering Pump, tractor, Jeep with all kinds of Labour in a Complete manner). complete etc., with all lead and lift as directed by Engineer in charge Cum 1214.85 6560.19

20 67.2 Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m complete etc., with all lead and lift as directed by Engineer in charge cum 508.20 34151.04

21 28.8 Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m complete etc., with all lead and lift as directed by Engineer in charge cum 275.10 7922.88

22 160 Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. complete for: -do- PVC pipes 63mm dia., 6 kg/sqcm & class 3 complete etc., with all lead and lift as directed by Engineer in charge mtr 59.85 9576.00

23 5.4 Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. complete etc., with all lead and lift as directed by Engineer in charge Cum 7091.70 38295.18

24 28.8 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 etc., with all lead and lift as directed by Engineer in charge cum 168.00 4838.40

25 7.447 Construction of Cistern Earth work in surface excavation for stripping, seating of bund, Road way by manual means for lowering & levelling the ground for all works other than foundation & depth in Ordinary rock and soft rock upto 300mm depth as per drawing and technical specifications, including setting out, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. complete etc., with all lead and lift as directed by Engineer in charge Cum 603.75 4496.13 -0.13 0.51

26 2.244 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates complete etc., with all lead and lift as directed by Engineer in charge Cum 5947.20 13345.52 0.48 13345.5168

27 12.288 Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) complete etc., with all lead and lift as directed by Engineer in charge Cum 5891.55 72395.37

28 1.61 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates complete etc., with all lead and lift as directed by Engineer in charge Cum 6527.85 10509.84

29 30.72 Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. --do-- stone masonry plain plastering = 1 Nos X 4 sides 20mm thick in CM (1:4). complete etc., with all lead and lift as directed by Engineer in charge Sqm. 371.70 11418.62

30 24 Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete. Heavy Duty GI pipe of 50mm dia complete etc., with all lead and lift as directed by Engineer in charge mtr 711.90 17085.60

31 4 Supply and erection of 2.50 mtrs height ready made latrins/ pumphouse/water cisterns including conveying the same carefully to work spot, loading and unloading at both destinations with all lead and lift etc. complete. --do-- 1200mm dia complete etc., with all lead and lift as directed by Engineer in charge each 24540.60 98162.40

32 68.42 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. complete etc., with all lead and lift as directed by Engineer in charge Sqm 93.45 6393.85

33 16 Supply and fixing of GI specials. The rate is including cost of all materials, labour and HOM with all leads complete as per specification. complete etc., with all lead and lift as directed by Engineer in charge -do- 50mm dia GI elbow each 280.35 4485.60

34 8 -do-25mm GI Collar each 148.05 1184.40

35 4 -do- 25mm GI Tee each 144.90 579.60

36 4 -do- 50mm dia GI union each 280.35 1121.40

37 4 -do- 50 mm dia Gun metal gate valve each 1772.40 7089.60

38 4 -do- 32 mm dia GI hexagonal nipple each 168.00 672.00

39 8 -do- 25 mm dia GI hexagonal nipple each 135.45 1083.60

40 8 Providing and fixing brass bib cock of approved quality : 20 mm nominal bore No 320.25 2562.00

41 8 Supply and fixing of PVC specials confirming to IS with latest ammendments. The rate is including cost of all materials, labour and HOM with all leads complete as per specification. complete etc., with all lead and lift as directed by Engineer in charge -do- 63mm dia PVC Tee No. 80.85 646.80

42 30 -do- 63mm dia PVC Elbow No. 106.05 3181.50

43 8 -do- 63mm dia PVC Bend No. 175.35 1402.80

44 8 -do- 63mm dia PVC coupler No. 45.15 361.20

45 8 -do- 63mm dia PVC Reducer No. 93.45 747.60

46 8 -do- 63mm dia PVC Service Saddle No. 142.80 1142.40

Total 783465.85

Executive Engineer,

KUWS & D Board, Division,