Chikaghat MVS Water Supply Scheme of Block Sitarganj

Amount

Soil testing of proposed O.H.T. site by reputed institute like IIT, Roorkee or equivalent & accordingly design and Construction of 90 KL capacity , 22 m staging, M-30 grade R.C.C. Over Head Tank with 1.00m wide R.C.C. staircase from G.L. to balcony and from balcony to Top Dome 1m x 1m R.C.C. landing at suitable locations and railed with 3 rows of 20 mm dia. G.I. (M) pipe on 65x65x5 mm angle iron posts fixed with ladder, from top to the floor inside of the tank. M.S. M.H. cover with loacking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixing of outlet, inlet, overflow and wash out pipes with necessary sluice valves and their Chambers, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body, vertical pipe, ladder M.S M.H. cover , ventilator column etc. Complete with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of verticle pipes and specials including supply of all material, labour, T&P etc as required for proper completion of work and submission of detailed design/ drawings before starting of the work.( before execution of work , will be got vetted by IIT or Equivalent Institution or changes, if any, as per IIT or Equivalent Institution recommendations will be executed by the contractor at quoted rate in tender )

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

DISTRIBUTION SYSTEM

Providing, Lowering into trenches with true to alignment, Laying & Jointing of full lenghts of HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials. HDPE PN-6.0 PE-100

Dismantling of Bituminous road manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :

Dismantling and reinstatement of C.C. Road

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in charge 1:3:6 or equivalent design mix.

providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering finishing and reinforcement all work up to plinth level in 1:4:8(1 cement:4 coarse sand :8 graded stone aggregate 40 mm nominal size.)(P.C.C. 1:4:8 in base)

providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering finishing and reinforcement all work up to plinth level in 1:2:4 (1 cement:2 coarse sand :4 graded stone aggregate 20 mm nominal size).

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. [vol = pipe lenth x (dia+0.60) x 1]

80 mm dia

100 mm dia

150 mm dia

50mm dia

Constructing masonry Chamber 60x60x75 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

HOUSE SERVICE CONNECTION FOR VILLAGE

Providing of all materials, carting from site store to site of work, laying & jointing of G.I. Medium screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete. Medium Duty (class 'B') - 15 mm (house connection)

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.

Providing and fixing brass ferrule 15mm dia. nominal bore for domestic connections.

Providing and fixing brass PTMT bib cock of approved quality and color : 15 mm nominal bore ,86 mm long,weighing not less than 88 gms

Making ferrule connection in the existing main of D.I ,G.I ,A.C,PVC or any type of pressure main with saddle piece service connection ,fittings and fixing of G.M ferrule including tapping the main ,but excluding the cost of earth work and cost of all materials ,Ferrule connection (Labour cost only)

Dismantling normal cement concrete surface of edges of roads 1:4:8 manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level,1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:2:4 (1 Cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

M/S Ashok kumar Jain

M/s Kashmirilal Constructions Pvt. Ltd.