Mundeli-2 (SVS) W/S Scheme of Block Khatima (OHT)

Amount

OHT capacity 50kl Staging 15 m

Supply of all materials ,labour ,T&p etc and construction ofR.C.C O.H.T of following capacity (in kilolite) and 12 m staging with 1.00 m wide R.C.C stair case from G.L to balcony and from balcony to top dome 1mx1m R.C.C landing at sutable location and railed with 3 rows of 20mm dia G.I (M) pipe on 65x65x1mm angle iron oposts fixed with ladder from top to the floor inside of the tank ,M.S M.H cover with locking arrangement lighting conductor as per electricity rule water level indicator supply and fixing of indicator supply and fixing of outlet ,inlet ocer flow and wash out pipes with necessary sluice valve ,pipe piece (including cost of materials )flooring 0.60M wide apron,painting on tank body vertical pipes ,ladders M.S.M.H coverrs ventilator column etc. complete with approved water proofing (apex) /enamal paint ,testing ,filling water for testing purpose etc. including supply of vertical pipes and specials ,assuming bearing capacityas 8MT /M2 and staginf 12.00 metre.

RISING MAIN

Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying & Jointing of full lenght S&S Centrifugally Cast (Spun) Ductile Iron Pipes including supply of 'EPDM' rubber gaskets confirming to IS: 5382-1985 with testing of pipe line complete. D.I. PIPE CONFORMING TO IS : 8329/2000 D. I . Pipe S&S K-9

100 mm dia

Providing and laying D.I specials of class K-12 (@ 5% of pipe weight

Excavation in Ordinary Soil (loams, clay, sand) for foundation including lift up to 1.5 m and lead up to 30 m filling, watering and ramming of Excavated the earth into the trenches or into the sides between foundation trenches or into the plinth and removal.

Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve/Non Return valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Construction of PUMP HOUSE ( 3.5M X 3.0M ) CUM OPERATOR ROOM (4.3M X 3.0M) (With RCC framed Structure as per Unit Estimate)

BOUNDARY WALL, IRON GATE & APPROACH ROAD

Provide all Materials , Labour ,T&P etc and Construct Boundary Wall all Round the Water Works Land for Preventing the Approach of Unauthorised Souls.

Provide all Materils , Labour , T& P etc and Constructing Boundary Gate (3.60 m wide) with Pillars for Controlling Approach to the Area.

Supply of all Materilas , Labours ,T & P and Construct Approach Path Upto the Lands.

Supplying and filling in plinth with Jamuna sand including watering, ramming, consolidating and drassing complete in proposed water works.

Excavating supplying and filling of local earth (including royality) by machanical transport upto a lead of 5km also including ramming and watering of earth in layers not exceeding 20cm in trenches ,plinth, sides of foundation etc .complete

M/S Guru contractor