Providing & laying of 63mm dia PVC pipe line from existing bore well source at Ward No.28 Mubin chowk to Hamid chal, Ramjan mutton shop & Jamiya masjid & Risaldar house, Sadat masjid to Alika roja, Sadat masjid to Sahara hall, Sahara hall to Asfak manguli house, Green park to Bagwan house, Sandal boudi in Vijayapur city under 15th Finance tied grant for the year 2023-24.

BILL OF QUANTITIES.

Name of Work: Providing & laying of 63mm dia PVC pipe line from existing bore well source at Ward No.28 Mubin chowk to Hamid chal, Ramjan mutton shop & Jmiya masjid & Risaldar house, Sadat masjid to Alika roja, Sadat masjid to Sahara hall, Sahara hall to Asfak manguli house, Green park to Bagwan house, Sandal bousi in Vijayapur city under 15th Finance tied grant for the year 2023-24.

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

1 43.86 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). etc., complete with all lead and lift as directed by Engineer in charge Cum 1214.85 53283.32

2 780.5 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 etc., complete with all lead and lift as directed by Engineer in charge cum 508.20 396650.10

3 278.75 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 etc., complete with all lead and lift as directed by Engineer in charge cum 275.10 76684.13

4 2230 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 etc., complete with all lead and lift as directed by Engineer in charge mtr 59.85 133465.50

5 278.75 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 etc., complete with all lead and lift as directed by Engineer in charge cum 168.00 46830.00

6 30 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 etc., complete with all lead and lift as directed by Engineer in charge Each 311.85 9355.50

7 43.863 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. etc., complete with all lead and lift as directed by Engineer in charge Cum 7091.70 311063.24

8 40 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. etc., complete with all lead and lift as directed by Engineer in charge -do- 63mm dia PVC Tee No. 77.00 3080.00

9 85 -do- 63mm dia PVC Elbow No. 101.00 8585.00

10 40 -do- 63mm dia PVC Bend No. 167.00 6680.00

11 30 -do- 63mm dia PVC coupler No. 43.00 1290.00

12 30 -do- 63 mm dia PVC REDUCER No. 89.00 2670.00

13 105 -do- 63 mm dia PVC SERVICE SADDLES No. 136.00 14280.00

14 25 -do- 63 mm dia PVC Ball valve (MR) No. 450.00 11250.00

Total 1075166.78

Executive Engineer,

KUWS & D Board, Division,