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| 1 | Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refillingconsolidation,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 metercomplete in all respect. |
| 2 | ((a)) Earth work upto 1.5 m. Depth for |
| 3 | (ii) For Ordinary soil having gravel upto 40% |
| 4 | Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (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 as per specifications. |
| 5 | (xxix) 200mm o/d pipe of 2.5 Kgf. / sqcm |
| 6 | 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 |
| 7 | in-charge). |
| 8 | (B) Class PN-1.6 as per ISI |
| 9 | ((d)) 200mm i/d Sluice Valves flanged |
| 10 | Providing & fixing Single air valve ISI Marked as per IS-14845 including jointing , cost of nut bolts & rubber insertion all carriages complete. |
| 11 | ((d)) C.I Single air valve screwed (Size 50mm) |
| 12 | Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. |
| 13 | (a) Size 0.6 m. x 0.6 m. |
| 14 | (b) Size 0.9 m. x 0.9 m. |
| 15 | Shuttering for precast and plain or Reinforced concrete blocks, wall plates, bedplates, shelves etc. |
| 16 | First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth |
| 17 | 12.5 mm thick cement plaster 1:2 |
| 18 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and bindingplacing in position complete |
| 19 | Supply & fixing UPVC LONG BENDS of different angle of 6kgf pressure conforming to IS-codes with latest amendments if any at site of work including loading, unloading and rehandling if any complete in all respects as per design and P.W.D. specifications and instructions of engineer in charge. |
| 20 | (1) UPVC LONG BENDS200mm 90 degree |
| 21 | Providing & fixing ALPHA VALVE including carriage rehandling, loading,unloading, testing,etc. completeinall respectasperPWDspecification sor instructions of the engineer in charge., |
| 22 | (2) ALPHA VALVE 200mm |
| 23 | Supply and fixing FLANGE TAIL END POINT of 6kgf withM.S. flange including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of theEngineer-in-charge |
| 24 | (1) FLANGE TAIL END POINT200mm |
| 25 | Supply & fixing of UPVC EQUAL-TEE of 6 kg/cm2 pressure conforming to IScodes with latest amendments if any at site of work. including carriage, rehandling, loading , unloading , testing etc. complete in all respects as per PWD specifications or instructions of the Engineer-in-charge |
| 26 | (1) EQUAL-TEE200x200x200mm |
| 27 | Supply & fixing of SERVICE SADDLE M.S. conforming to code with latest amendments if any at site including carriage, loading, unloading & rehandling complete in all respect as PWD specifications or instructions of the Engineer In Charge |
| 28 | (1) SERVICE SADDLE M.S.200X50mm |
| 29 | Cement concrete 1:2:4 |
| 30 | (a) With stone ballast or shingle |
| 31 | (ii) mixing by mechanical means using concrete mixer volumetric type Please Enable Macros to View BoQ information |