IMPROVEMENT OF WATER SUPPLY SYSTEM IN TECH AREA AT AFS KANPUR.

Amount

Taking up/down 15mm bore steel tubing and its connection by execution in trench and building up to tripple stories with due care including removal from site complete all as directed by Engineer in Charge.

All as per item no. 1 here in before but size 20mm bore

All as per item no. 1 here in before but size 25mm bore

All as per item no. 1 here in before but size 40mm bore

All as per item no. 1 here in before but size 50mm bore

All as per item no. 1 here in before but size 80mm bore

Taking up/down 100mm bore CI water mains including its fittings with spigot and socketed end joints including burning out joints and recovering lead complete all as directed by Engineer in Charge.

All as per item no. 7 here in before but size 150mm bore

All as per item no. 7 here in before but size 200mm bore

All as per item no. 7 here in before but size 250mm bore

M&L for 15mm bore GI pipe medium grade, ISI Marked with and including its fittings laid in trenches / floor/ wall or ceiling complete all as specified and directed by Engineer in Charge.

All as per item No.11 here-in-before but 20mm bore.

All as per item No.11 here-in-before but 25mm bore.

All as per item No.11 here-in-before but 40mm bore.

All as per item No.11 here-in-before but 50mm bore.

All as per item No.11 here-in-before but 80mm bore.

S&F in replacment of Gun Metal Gate Valve , ISI Marked with iron wheel, head screwed both ends for GI pipe suitable to size 15mm bore of approved make complete all as specified and directed by Engineer in Charge.

All as per item No.17 here-in-before but 20mm bore.

All as per item No.17 here-in-before but 25mm bore.

All as per item No.17 here-in-before but 40mm bore.

All as per item No.17 here-in-before but 50mm bore.

S&F in replacment of Sluice Valve 250mm dia, class PN-1.0, IS:14846, with flenged ends, stainless steel spindal and iron wheel including nut bolts and rubber packing, of approved make complete all as specified and directed by Engineer in Charge.

All as per item No.22 here-in-before but 200mm bore.

All as per item No.22 here-in-before but 150mm bore.

All as per item No.22 here-in-before but 100mm bore.

M&L for centrifugally cast (Spun) ductile Iron Pipe 100 mm bore for water supply with spigote & sockted ends confirming to IS:8329/2000 in any length for classification of K7 suitable for rubber gasket push on with cement mortar linning inside the pipe with out side zikn coating as per IS:8329/2000 complete all as specified and directed by Engineer in Charge.

All as per item No.26 here-in-before but 150mm bore.

All as per item No.26 here-in-before but 200mm bore.

All as per item No.26 here-in-before but 250mm bore.

M&L for Cast iron fittings such as bens, tapers to pieces (Single or double) branch pieces any type , strainght, connecting piece, socket, coller, caps, plugs, flange/ spigot with nut, bolts and washers suitable for 80mm to 250mm dia complete all as directed by Engineer in Charge.

M&L for ductile Iron Fittings up to 250mm bore such as bends (any type, radius and angle) tapers of any type (straight bends, decreasing, increasing , flanged or double socketed etc) tall pieces, Tee, sigle branches, Y junction, double branch, cross collar, caps, plugs etc. including push on joints (Tyton) complete all as directed by Engineer in Charge.

S&F in replacement of CI Non Return valve , ISI Marked , 200mm dia including nut bolts, washer and rubber packing complete all as directed by Engineer in Charge.

All as per item no. 32 here in before but for suitable 150mm dia

All as per item no. 32 here in before but for suitable 100mm dia

M&L for drilling manually in soft/loose soil under road/hard standing/ culvert/ nala of suitable bore for CI/DI pipe up to 200mm bore complete all as specifed & directed by Engineer in Charge.

M&L for cutting of PCC/Hard standing/WBM road crossing for passing of GI/CI pipe line complete all as directed by Engineer in Charge. Note: Making good shall be done with PCC and PCC shall be measured and paid seperetely.

M&L for PCC 1:2:4 type B2 using 40mm graded stone aggregate delevered as mass concrete , top surface finshed as fair and even complete all as directed by Engineer in Charge.

M&L for PCC 1:2:4 type B1 using 20mm graded stone aggregate delevered as mass concrete , top surface finshed as fair and even complete all as directed by Engineer in Charge.

M&L for construction of Valve chamber of size 900x900x900mm internal size, covered with and including 6mm thick MS Plate welded with 02 Nos handle for lifting of cover and hinged with angle iron (40x40x6mm) frame of size 1200x1200 overall size complete with and including necessary earth work in soft /loose soil, PCC (1:5:10) type E2 as in fdn, one brick thick Brick work in CM (1:6) , 15mm thick rendering to exposed surface of valve pit and angle iron frame shall be fixed with and including PCC (1:2:4) type B1 using 20mm graded stone aggregate and all steel surface shall be provided two coat of synthetic enale paint over a coat of red oxide primer complete including dismatling of existing old valve pit all as specified and directed by Engineer in Charge.

M&L for construction of Valve chamber of size 600x600x600mm internal size, covered with and including 6mm thick MS Plate welded with 02 Nos handle for lifting of cover and hinged with angle iron (40x40x6mm) frame of size 900x900 overall size complete with and including necessary earth work in soft /loose soil, PCC (1:5:10) type E2 as in fdn, one brick thick Brick work in CM (1:6) , 15mm thick rendering to exposed surface of valve pit and angle iron frame shall be fixed with and including PCC (1:2:4) type B1 using 20mm graded stone aggregate and all steel surface shall be provided two coat of synthetic enale paint over a coat of red oxide primer complete including dismatling of existing old valve pit all as specified and directed by Engineer in Charge.

Excavation in trenches not exceeding 1.5 mtr wide and not exceeding 1.5 mtr in depth and getting out for taking out /laying of pipes in soft/loose soil complete all as directed by Engineer in Charge.

Returning filling in and including spreading , levelling , watering and well ramming in layers not exceeding 25 cm thick in soft/loose soil after pipes are laid complete all as directed by Engineer in Charge.

Removal of excavated soil / materials not exceeding 50 mtr distance and deposited where directed at a level not exceeding 1.5mtr above from the starting points complete all as directed by Engineer in Charge.

M.M.V. CONSTRUCTIONS

Anandeshwar Enterprises