Construction of 1600 kl RCC Over head tank and Its appurtenant works at Ganeshpur Roorkee under AMRUT Programme

Amount

Supply of all materials, labour T&P etc.complete to construct an RCC over head tank of following size with RCC two column staircase & 1 m wide balcony, G.I. pipes railing consisting of 3 rows of 20 mm dia. G.I. pipe and angle iron posts around balcony & at the dome periphery, M.S. ladder from balcony to top of tank and inside the tank, supply and fixing M.H. cover with locking device, 1.2m dia ventilator, lightening conductor, water level indicator, supply and fixing of pipes, CI D/F pipes, supply and fixing M.S. clamps with RCC column 40mm PCC 1:2:4 over 80 mm PCC 1:4:8 in apron, 150 mm semicircular drain around the tank, escape channel of 20 m length, box type enclosure at the entrance of the staircase having locking arrangements, one coat of primer with two coats of apex paint and testing of tank for water tightness and also including cost of supply and fixing of all necessary pipes and valves with valve chember etc. all complete with inlet, outlet, overflow and washout pipes with bypass arrangement and necessary fittings and M.S post & M.S cover G.I pipe railing shall be well painted with primer two coat of paint, D.I pipe fittings specials and testing of bearing capacity and submitting of complete structural drawing and design.

22 m staging (1600KL)

Designing, Boring, providing and istallation bored cast-in- situ reinforced cement concrete piles of grade M-25 of specificed diameter and length below pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic pilling Rig all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).

600 mm dia piles

Steel reinforcement for R.C.C, work including straightening, cutting, bending, placing in position and binding all complete upto plinth level (for piles works)

Earth work in excavation by mechanical means(Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

All kinds of soil

Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines(Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete.

200 mm dia 4.80 mm thick

Constructing masonry Chamber 90x90x100 cm, (inside) with 75 class designation brick work in cement mortar 1:4(1 cement: 4 corase sand ) for sluice valve, with C.I. surface box 100x100x75 mm with hinge cover fixedin RCC slab 1:2:4 cement sand and 20mm grit necessary excavation foundation concrete 1:5:10 and inside plastering 12 mm thick with cement mortar 1:3 finished with floating coat of neat cement (chambers as per type design) including supply of all materials labour T&P etc complete

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

Cement concrete road

Reinstatement of following type of road surfaces after laying of pipe line including supply of all material ,labour,T&P etc complete.

1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stoneaggregate 40 mm nominal size)

1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) : 3 graded stoneaggregate 20 mm nominal size)

Dismentaling of Bituminous Road pigment by menchinal /manual means

Providing & fixing of following valves and fitting ISI marked medium class:- Sluice valve Pressure PN 1.6

200 mm dia

Providing of all materials, carting from site store to site of work, lowering into trenches with true to alingment, laying and jointing of full length S&S centrifugally cast Ductile Iron pipe K-7 confirming to IS 8329/2000 including supply of EPDM rubber gasket ISI marked confirming to IS 5382-1985 with testing of pipe line complete

400 mm dia

Supply & fixing of following CI D/F sluice / Gate valve for flow regulation & scouring

400 mm dia

Constructing masonry Chamber 120x120x100 cm, (inside) with 75 class designation brick work in cement mortar 1:4(1 cement: 4 corase sand ) for sluice valve, with C.I. surface box 100x100x75 mm with hinge cover fixedin RCC slab 1:2:4 cement sand and 20mm grit necessary excavation foundation concrete 1:5:10 and inside plastering 12 mm thick with cement mortar 1:3 finished with floating coat of neat cement (chambers as per type design) including supply of all materials labour T&P etc complete

Construction of boundary wall as per type design of Jal Nigam around water works compound.

Fixing of 3.6m wide M.S. gate with wicket gate including fabrication and supply of steel and construction of Gate complete.

Ms Ankita Construction

M/S Ashok kumar Jain

devendra prakash contractors

S. M. Construction

VIKAS INFRASKY PRIVATE LIMITED