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| 1 | Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lineswith straight or open cutting in streets oropen area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic,night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. |
| 2 | Providing, Laying, fixing & jointing of uP.V.C. socketed type Pipe of superior make @ 2.5 kgf/sqcm (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in trenches to correct alignment and gradients, cutting, jointing and testing complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. 110mm dia |
| 3 | Providing, Laying, fixing & jointing of uP.V.C. socketed type Pipe of superior make @ 2.5 kgf/sqcm (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in trenches to correct alignment and gradients, cutting, jointing and testing complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. 125mm dia |
| 4 | Providing, Laying, fixing & jointing of uP.V.C. socketed type Pipe of superior make @ 2.5 kgf/sqcm (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in trenches to correct alignment and gradients, cutting, jointing and testing complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. 140mm dia |
| 5 | Providing, Laying, fixing & jointing of uP.V.C. equal tees as per IS 10124-2009 @4.0 Kgf. /sqcm (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. 90mm |
| 6 | Providing, Laying, fixing & jointing of uP.V.C. equal tees as per IS 10124-2009 @4.0 Kgf. /sqcm (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. 110mm |
| 7 | Providing, Laying, fixing & jointing of uP.V.C. equal tees as per IS 10124-2009 @4.0 Kgf. /sqcm (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. 125mm |
| 8 | Providing, Laying, fixing & jointing of uP.V.C. equal tees as per IS 10124-2009 @4.0 Kgf. /sqcm (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. 140mm |
| 9 | Providing, Laying, fixing & jointing of uP.V.C. equal tees as per IS 10124-2009 @4.0 Kgf. /sqcm (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. 200mm |
| 10 | Providing, Laying, fixing & jointing of uP.V.C. 90 deg. bends as per IS 10124-2009 @4.0 Kgf. /sqcm (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete in all respect as par specifications, design, drawing and instructions of Engineer-in-charge. 90mm |
| 11 | Providing, Laying, fixing & jointing of uP.V.C. 90 deg. bends as per IS 10124-2009 @4.0 Kgf. /sqcm (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete in all respect as par specifications, design, drawing and instructions of Engineer-in-charge. 110mm |
| 12 | Providing, Laying, fixing & jointing of uP.V.C. 90 deg. bends as per IS 10124-2009 @4.0 Kgf. /sqcm (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete in all respect as par specifications, design, drawing and instructions of Engineer-in-charge. 125mm |
| 13 | Providing, Laying, fixing & jointing of uP.V.C. 90 deg. bends as per IS 10124-2009 @4.0 Kgf. /sqcm (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete in all respect as par specifications, design, drawing and instructions of Engineer-in-charge. 140mm |
| 14 | Providing, Laying, fixing & jointing of uP.V.C. 90 deg. bends as per IS 10124-2009 @4.0 Kgf. /sqcm (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete in all respect as par specifications, design, drawing and instructions of Engineer-in-charge. 160mm |
| 15 | Providing, Laying, fixing & jointing of uP.V.C. 90 deg. bends as per IS 10124-2009 @4.0 Kgf. /sqcm (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete in all respect as par specifications, design, drawing and instructions of Engineer-in-charge. 200mm |
| 16 | Supplying and Fixing upvc Riser for Release of Water at different outlet. Complete in all respect as per Design and P.W.D Specifications and Instruction of Engineer-in-charge. 110mm |
| 17 | Supplying and Fixing upvc Riser for Release of Water at different outlet. Complete in all respect as per Design and P.W.D Specifications and Instruction of Engineer-in-charge. 125mm |
| 18 | Supplying and Fixing upvc Riser for Release of Water at different outlet. Complete in all respect as per Design and P.W.D Specifications and Instruction of Engineer-in-charge. 140mm |
| 19 | Supplying and Fixing upvc Riser for Release of Water at different outlet. Complete in all respect as per Design and P.W.D Specifications and Instruction of Engineer-in-charge. 160mm |
| 20 | Providing & fixing ISI Marked Alfa Valves complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. 110mm |
| 21 | Providing & fixing ISI Marked Alfa Valves complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. 125mm |
| 22 | Providing & fixing ISI Marked Alfa Valves complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. 140mm |
| 23 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing, testing & cost of Nut, Bolt & insertion sheet, all carriage complete (with the approval of Engineer in charge) B. Class PN-1.6 as per IS complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. 125mm i/d Sluice valve flange. |
| 24 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing, testing & cost of Nut, Bolt & insertion sheet, all carriage complete (with the approval of Engineer in charge) B. Class PN-1.6 as per IS complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. 150mm i/d Sluice valve flange. |
| 25 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing, testing & cost of Nut, Bolt & insertion sheet, all carriage complete (with the approval of Engineer in charge) B. Class PN-1.6 as per IS complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. 200mm i/d Sluice valve flange. |
| 26 | Supply and fixing of Flange tail end 4 kg with flange confirming to code with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respect as per design, pwd specifications and instructions of Engineer-in-charge. 125mm |
| 27 | Supply and fixing of Flange tail end 4 kg with flange confirming to code with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respect as per design, pwd specifications and instructions of Engineer-in-charge. 150mm |
| 28 | Supply and fixing of Flange tail end 4 kg with flange confirming to code with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respect as per design, pwd specifications and instructions of Engineer-in-charge. 200mm |
| 29 | Providing & fixing Single Air Valves ISI Mark as per IS- 14845 including jointing, cost of nut bolts & rubber insertion all carriages complete. (d)C.I Single air valve screwed (size 50mm) complete in all respect as per specifications, design, drawing and instructions of Engineerincharge. |
| 30 | Providing and fixing 2 inch dia Tunknipple of air valve confirming to IS codes with latest amendments if any at site of work including loading, unloading, fixing and rehandling if any complete in all respect as per design and PWD specifications and instructions of engineer in charge. |
| 31 | Providing, Laying, fixing & jointing of uP.V.C. sockets/coupler as per IS 10124-2009 @ 4.0 Kgf. /sqcm (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. 90mm |
| 32 | Providing, Laying, fixing & jointing of uP.V.C. sockets/coupler as per IS 10124-2009 @ 4.0 Kgf. /sqcm (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. 110mm |
| 33 | Providing, Laying, fixing & jointing of uP.V.C. sockets/coupler as per IS 10124-2009 @ 4.0 Kgf. /sqcm (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. 125mm |
| 34 | Providing, Laying, fixing & jointing of uP.V.C. sockets/coupler as per IS 10124-2009 @ 4.0 Kgf. /sqcm (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. 140mm |
| 35 | Providing, Laying, fixing & jointing of uP.V.C. sockets/coupler as per IS 10124-2009 @ 4.0 Kgf. /sqcm (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. 160mm |
| 36 | Providing, Laying, fixing & jointing of uP.V.C. sockets/coupler as per IS 10124-2009 @ 4.0 Kgf. /sqcm (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. 200mm |
| 37 | Providing, Laying, fixing & jointing of uP.V.C. reducer as per IS 10124-2009 @6.0 Kgf. /sqcm (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. 110*90 mm |
| 38 | Providing, Laying, fixing & jointing of uP.V.C. reducer as per IS 10124-2009 @6.0 Kgf. /sqcm (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. 125*110 mm |
| 39 | Providing, Laying, fixing & jointing of uP.V.C. reducer as per IS 10124-2009 @6.0 Kgf. /sqcm (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. 140*125 mm |
| 40 | Providing, Laying, fixing & jointing of uP.V.C. reducer as per IS 10124-2009 @6.0 Kgf. /sqcm (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. 160*140 mm |
| 41 | Providing, Laying, fixing & jointing of uP.V.C. reducer as per IS 10124-2009 @6.0 Kgf. /sqcm (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. 200*160 mm |
| 42 | Providing, Laying, fixing & jointing of End caps (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. 90mm |
| 43 | Providing, Laying, fixing & jointing of End caps (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. 110mm |
| 44 | Providing, Laying, fixing & jointing of End caps (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. 125mm |
| 45 | Providing, Laying, fixing & jointing of End caps (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. 140mm |
| 46 | Providing, Laying, fixing & jointing of End caps (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete in all respect as per specifications, design, drawing and instructions of Engineer-in-charge. 160mm |
| 47 | Providing and fixing D-Joint confirming to IS codes with latest amendments if any at site of work including loading, unloading, fixing and rehandling if any complete in all respect as per design and PWD specifications and instructions of engineer in charge. 90mm |
| 48 | Providing and fixing D-Joint confirming to IS codes with latest amendments if any at site of work including loading, unloading, fixing and rehandling if any complete in all respect as per design and PWD specifications and instructions of engineer in charge. 110mm |
| 49 | Providing and fixing D-Joint confirming to IS codes with latest amendments if any at site of work including loading, unloading, fixing and rehandling if any complete in all respect as per design and PWD specifications and instructions of engineer in charge. 125mm |
| 50 | Providing and fixing D-Joint confirming to IS codes with latest amendments if any at site of work including loading, unloading, fixing and rehandling if any complete in all respect as per design and PWD specifications and instructions of engineer in charge. 140mm |
| 51 | Providing and fixing D-Joint confirming to IS codes with latest amendments if any at site of work including loading, unloading, fixing and rehandling if any complete in all respect as per design and PWD specifications and instructions of engineer in charge. 160mm |
| 52 | Providing and fixing D-Joint confirming to IS codes with latest amendments if any at site of work including loading, unloading, fixing and rehandling if any complete in all respect as per design and PWD specifications and instructions of engineer in charge. 200mm |
| 53 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth |
| 54 | Cement concrete 1:2:4 With stone ballast or shingle mixing by manual means |
| 55 | Cement concrete 1:4:8 with stone aggregate 40mm gauge mixing by manual means. |
| 56 | Shuttering for face of concrete foundation and foundation beam & plinth beam (vertical or battering) |
| 57 | 12.5mm thick cement plaster 1:4 |
| 58 | Providing and fixing Alfa valve 125mm(on existing haudis) |
| 59 | Development and Stabilizing of the tubewell with air compressor of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge.Capacity of Air compressor 300 cfm at 250 PSI Please Enable Macros to View BoQ information |
