Feeder Main from clear water gravity main to Agriculture University Water Supply Scheme under Deposit Work

Civil Work

Excavation for pipe line in ordinary soil (loam, clay, sand) with lift up to 1.5 m and lead up to 50 m and including filling back, watering and ramming of excavated earth into the trenches and removal and disposal of surplus earth within 50 meters.

Excavation for pipe line in all type of rock by chieselling /blasting including supply of blasting materials and stacking properly useful materials with lift up to 1.5 m and lead up to 50 m and including filling back, watering and ramming of excavated earth into the trenches and removal and disposal of surplus earth within 50 meters.

Supply of ISI mark DI K-7 S&S pipes (push on joints) of following class and diameters inclusive of jointing material (Rubber gasket of EPDM Quality IS 12820 / 1989) conforming to IS 8329/2000 for its latest ammendment F.O.R. desination rates per meter (exclusive of GST) in Rs. every where in UP upto stores of consignees inclusive of third party inspection chacking and forwarding charges, transit insurance charges, road transportation charges, unloading & stacking the same etc. complete Including Supply of specials for DI Pipe.

200 mm Dia DI K-7

Lowering, laying and jointing with SBR ruber gaskets D.I. K-7 of various classes with DI / MS specials of following diameter in proper position, grade and alignment including conveyance of material to site of work. It also includes cost of jointing materials and rubber rings labour, hydraulic testing etc. complete.

200 mm Dia DI K-7

Supply of following type of valves as per specifications F.O.R. desination rates per meter (exclusive of GST) in Rs. every where in UP upto stores of consignees inclusive of third party inspection charges, packing and forwarding charges, transit insurance charges, road transportation charges, unloading & stacking the same etc. complete.

Double flanged Ductile Iron Sluice valves as per IS 14840 : 2000

Air valves as per IS 14845 : 2000

Carting, lowering, laying, aligning, fixing in position and installation of following valves in pipe line including all material, labour, testing and commissioning as per direction of Engineer-in- charge.

Double flanged Ductile Iron Sluice valves as per IS 14840 : 2000

Air valves as per IS 14845 : 2000

Supply of all materials, labour, T&P etc. required for construction of following masonry type chambers as per type design.

Sluice valve Chamber

80mm to 250 mm

Air Valve Chamber

50 mm dia VC

Dismantling of following type of road surfaces for laying of pipe line and house connection work including sorting out of serviceable materials and disposal of unserviceable materials.

Bituminious Road

Cement Concrete Road (PCC)

Interlocking Tiles Road

Re-instatement of following type of road surfaces after laying of pipe line and house connection work including supply of all materials, T&P etc. requuired for proper completion of the work as per direction of engineer-in-charge. The quantity of re-instatement has been increased by thirty percent in the view of additional damaged of dismantled road due to traffic / vehicle movement.

Bitumen road TYPE A Construction of bitumen road as per UPPWD specification including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:- GSB G-1 (One coat) (90-40 mm) = 12.5 cm G -2 (one coat) (45-63 mm) = 7.5 cm G - 3 (one coat) (22.5 - 53 mm) = 7.5 cm BM (One coat) = 7.5 cm SDBC (One coat) = 2.5 cm

Cement Concrete Road (PCC) 1:2:4 proportion of concrete of 100 mm thick and using PCC below the rich concrete in 1:3:6 proportion of 100 mm thick.

C.C. Interlocking Tiles Road Type A Construction of 80 mm tihck C.C. Interlocking Tile road including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:- PCC = 100 mm,1:4:8 (cement, coarse sand & stone ballast of 20-40 mm) Sand = 50 mm thick local sand lair for preparation of surface Tiles = 50% new + 50% old

Construction of thurst block in RCC 1:2:4 at bends & Tee in feeder main to DMA's including supply of all labour, material, T&P etc. complete as per the details given below :- No. of DMAs - 4 Total no. of bends & Tee - 12 (considering 3 no. bends & Tee in each DMA) Qty. of concrete - 12 x 0.5 cum = 6 cum. (considering 0.5 cum concrete at each bend)

Providing nominal reinforcement @ 0.15% of item no. 13 including cutting bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete (including cost of binding wire and MS Bar)

Repairing of drain/ public ramp/other miscellaneous structures which are coming in alignment of pipe line and damaged during the laying of pipe line including supply of all materials, labour, T&P etc. required for proper completion of the work.

Brick masonry in cement mortar 1:4

12mm thick plaster in cement mortar 1:4

RCC M-20 (including MS work)

Provision for crossing of Nalas (0.5m to 2.0 m width) for laying of pipe line including necessary specials, T&P and arrangement of diversion of water, baricatings etc required, with dismantelling of drains and reconstruction of same as per type design of the existing drain.

Barricading of pipe line trenches by using2 m high hard MS barricading board 2.5x2.0 M, with red flags, Glow-caution boards, diversion boards & red lights.

Inter conection Between new and old line 350 mm (At Simardha Campus ) to 200 mm and 200 mm to 200 mm ( At infront of Agriculture University ) including supply of all materials labour T&P etc complete proper complation of work (including dewatering)

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