Providing and laying of water supply line K-7 pressure designated in patel nagar gali no 13, in ward 18,division 7,zone2

Amount

17.5.3 Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications (in case of link roads earthwork to be done by villagers)

Providing and laying in position ready mixed plain cement concrete, using fly ash and cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. 6.23.1.2 M-10 grade plain cement concrete (cement content considered @ 220 kg/cum)

Providing and fixing d.i specials of Different sizes

Provision for providing & fixing water supply connection From 300mm Existing water supply pipe line complete in all respects(detail attach) 23133

-HSR 3.1.18 Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead up to 10 km for all lifts, complete as per directions of Engineer-in-charge. Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more.

Extra for fixing sluice valves/flap valves socketed or flanged including cartage from stores or nearest Railway Station to site of works 20.10.3 150 mm i/d .

Analysis of rate for making house connection of water supply damaged during excavation

17.14.3 Construction of granular sub-base by providing Material as per Grading Ill (Table 400-1 of MORT&H 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause of MORT&H specifications (GRADING III material )

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 5.23.2 Nominal concrete 1 :2:4 or leaner mix (i/c equivalent cum design mix

Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth up to 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m: 4.19.1.2 Pipes, cables etc. exceeding 80 mm metre dia but not exceeding 300 mm dia.

Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329: 150 mm dia Ductile Iron Class K-7 pipes

Supplying and fixing outdoor fire hydrant valve hydrostatic test pressure of 8.0 kg/sqcm startup of jockey pump IS: 3844-1989 with cast iron wheel ISI marked, conforming to IS:5290:1983 Type "A" with 80mm, dia flanged inlet 150% of rated discharge@65% of rated head with ABS cap and chain complete with all accessories etc. as required.

17.45 Cement Concrete Pavement Construction of un-reinforced M-40 grade concrete pavement with dowel jointed, over a prepared sub base with 43 grade OPC cement concrete coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batching and mixing plant as per approved mix design, transported to site in transit mixer with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, complete as per clause 602 of MORT&H specifications.

Sh. Mithun Kaushik S/o Sh. Satish Kaushik

V.D. ASSOCIATES

Anshul Gupta

Sh. Parkash Contractor