Utility shifting of existing rising main pipe line of 450mm dia D.I. pipe between Durga Soren Chowk to Namkum ROB due to widening existing road into four lane road by Road construction department road division, Ranchi Rural, under D.W.and S. Sw. Dist

Amount

Clear Water Rising Main

Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Laying of Clear water Rising Main (Please refer to Section 5,Sl. 3.1 of SBD)

Earth Work in excavation (As per I.S. 3114/1965) for laying of Different types and size of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and life asper specification and direction of Engineer in-charge (b) For classification of soil item -B

Earth work in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required and disposal of excavated materials so obtained (the edge of the trenches ) with initial lead of 150 m and initial lift of 10 m as per specification amnd direction of E/I.

Supplying tools and cutting road as well restoring the same as per specificat i o n and direction of E/I a) Pucca Road (Except Black top only taken out material to be used) for cutting road as per requirement.

Water Bound Macadam road (taken out material will be used) for cutting road as per requirement

Dismantling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15 meter lead and disposal of un-serviceable materials with all leads all complete as per direction of E./I.

Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20 mm -6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening shuttering mixing cement concrete in mixer and placing in position vibrating Striking curing taxes and royalty all complete as per building specification and direction of E/I.

Earthwork in back filling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge (for classification of Soil item A & B)

DI Pipe for water works with socket & spigot ends in standard working lengths 4.5 , 5.5 , 6 m for classification k-9 suitable for push on joint (rubber gasket D Jointing ) with cement mortar lining inside the pipe with outsite zinc and bituminous coating (including cost of one no gasket for each pipe). the rates are FOR jharkhand at Ranchi but exclusive of GST. Conforming to IS 8329/2000 .

Manufacturing , providing and supplying spirally welded/ERW/SAW Fabricated M.S. Pipe (Commercial Quality) Including Procurements of plates , Gas Cutting to Required size rolling tack welding assembeling in suitable lenghts to from pipes , welding on automatic welding machine and forming V edge on both ends of pipes including all satatutary duites and taxes such as GST Levied by GOI and GOM in all respect , railway freight , instruction unloading from railway wagon, loading into truck , transport to stores /site , unloading , stacking , etc, complete as per IS-3589 and IS 5504 as applicable as per specifications ( no negative tolerance in thickness is permissible)

Dia of Pipe 457 mm (O.D.) Thickness of Pipe 7.9 mm

Providing and supplying ISI standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipes complete as per I.S. 9523 class K-12 2% F.O.R Jharkhand.

350 mm to 450 mm

Supplying labours, tools , tackles, lubricant etc for laying and jointing DI / C.I.S/S Tyton pipes (class LA) trenches supplying ( confirming to I.S.S.-5382-1969) and making gasket joints including providing night guard ,barrier and red light to safe guard against accident ,all complete and laying of pipes is to be done as per (I.S.S.3114-1985) as per design ,specification and direction of E./I. Without rubber gasket .

Supplying Labour ,tools and tackles for testing of laid C.I / DI or U.P.V.C or H.D.P.E or A.C pressure pipe up to 60 meter head of water all complete as per specification andection of E/I

Labour charge for one cutting of C.I/ D.I and specials including suppying supplying , necessary tools and plants ,chipping or filling the surface finish as per specification and direction of E/I

Providing Double Flanged Sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all transportation etc. complete . (without bypass) with E.D PN 1.6

150 mm Scour Valve

200 mm Scour Valve

Supplying Labour and tools for fixing C.I. sluice valve in trenches with a pair of C.I. Tail piece including making lead caulked joints and flanged joints as per I.S.S. specification,including supplying all jointing materials (Pig lead confirming to I.S.S. 782-1978, yarn confirming to I.S.S. 6587– 1972 and nuts and bolts confirming to I.S.S.1364 –1983) including drilling holes in flanges if required as per specification and direction of E/I.

150 mm Scour Valve

200 mm Scour Valve

Providing and supplying air valves as per I.S. - 14845-2000 and M J P’s standard specifications double orifice type combined with isolating sluice valve, mounted in horizontal position and operated by wheel gearing, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seting on moulded seat ring, inlet face and drilled, including all taxes (central and local), insurance, third party inspection charges, loading, unloading, transportation upto departmental storer/ site, etc. complete .

(Single Ball Flanged Type Air Valve P.N 1.6 Dia-50 mm

(Double Ball Flanged Type Air Valve P.N 1.6 Dia-80 mm

Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer –in–charge including cost of conveyance from store to site of work, cost of all material and giving satisfactory hydraulic testing etc. complete.

(Single Ball Flanged Type Air Valve P.N 1.6 Dia-50 mm

(Double Ball Flanged Type Air Valve P.N 1.6 Dia-80 mm

Supply all materials & construction of Thrust Block where required as per enclosed Annexure-2

Construction of B .W . masonry valve chamber as per enclosed annexure

Estimate of Road Crossing

Instalation of Product Pipe by Guided auger boring method including making of entry and exit pits, all related civil works like excavation , shoring/ strutting , etc. shielded excavation through augor boring processes , lowering of pipe segment in the jacking pit , laying and jointing of product pipeline through jacking peocess from the jacking pit and restoration of site after project completion as per the instructions of the Engineer-in-charge all complete except the cost of the pipe. In Stoney Soil .

Casing Pipe of 700 mm Dia ( Pipe Layng Dia 450 mm Length 200 M) For Durga Soren Chowk + 30 M Near Temple

Manufacturing , providing and supplying spirally welded/ERW/SAW Fabricated M.S. Pipe (Commercial Quality) Including Procurements of plates , Gas Cutting to Required size rolling tack welding assembeling in suitable lenghts to from pipes , welding on automatic welding machine and forming V edge on both ends of pipes including all satatutary duites and taxes such as GST Levied by GOI and GOM in all respect , railway freight , instruction unloading from railway wagon, loading into truck , transport to stores /site , unloading , stacking , etc, complete as per IS-3589 and IS 5504 as applicable as per specifications ( no negative tolerance in thickness is permissible)

Casing Pipe of 700 mm Dia 8.7 mm thickness

Estimate Of Pipe Carring Bridge On River Swernrekha 120 M Long x 3.0 M Width

Earthwork in excavation of foundation trenches of toe wall spillway head regulator, outlet intake well etc. as per designed section in all kinds of soil, including moorum soil, soil mixed with kankar, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the edge of the tranches) with in initial lead of 150 M and intial lift of 1.5 M as per specification and direction of E/I.

Initial Lift

Earthwork in excavation of foundation trenches of toe wall ,spillway ,head regular or intake well and outlet etc. as per designed section in ordinary rock or soft rock (Vide classification of soil item-c) with disposal soil (beyond 50 M from the edge of the trenches) with initial lead of 150 m.and lift of 1.5 M as per specification and direction of E/I (soft rock where blasting is required and approved by the concerned Chief Engineer)

Initial lift

1st lift

2nd lift

Earthwork in excavation of foundation trenches of toe wall ,spillway ,head regular or intake well and outlet etc. as per designed section in hard rockwhere blasting is needed and stacking properly in approved stack size in approved stack yard (beyond 50 m from the edge of the trenches in the country side ) with initial lead of 150 m.and lift of 1.5 M as per specification and direction of E/I (Excavated hard rock size should not be more than lb)

2nd lift

3rd lift

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M15

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification. Well steining RCC M30 Grade. Case I- Using concrete mixer In Raft foundation ,In foundation Beam

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M 30 .Case I - Using Concrete Mixer , For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m,For columns

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M 25 .Case I - Using Concrete Mixer , For solid slab super-structure, 20-30% of (a+b+c) Height above 10m Bracing (InBracing In Bridge floor beam )

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M 25 .Case I - Using Concrete Mixer , For solid slab super-structure, 20-30% of (a+b+c) Height above 10m

Providing Tor steel reinforcement of 10mm, 12mm and 16mm dia bare as per approved design and drawing excluding carriage of MS bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete job as per specification a n d directionof E/I.

Providing 12 mm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water ,scaffolding taxes and royalty all complete as per building specification & direction Of E/I.

Providing 6 mm. Thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water ,scaffolding taxes and royalty all complete as per building specification & direction Of E/I.

Providing &Fixing G.I Pipe Railling having 1.0 m height consisting 50 x 50 x 6 mm thick M.S Angles as verticals at 1.5M c/c , and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal & painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour & shade including cost of all labour, transporting bends to curved shape, etc. complete.

Providing two coat of snowcem of approved shade and make over a coat of cement primer on new surface including preparing plastered surface the smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/I.

Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.

Cement 10 KM lead

Steel 10 KM lead

Sand 20 KM lead

Stone/Stone chips 20 KM lead

Bricks 8 K.M. Lead

Labour Cess @ 1%

M/S ANAND ENTERPRISES