Ward no. 03 Surendra ke makn se Allodin ke makan tak, Sakif se Sultan ke makan tak suddh pene ke pani ki pipe line vistar karya

Dismantling of old brick laid on flat /old interlocking kharanja including stacking of old brick

Cartage of ballast kankar coal ,grit or sand including loding & unloading but excluding stacking on pakka road for brick 1000 Nos. 2 km For Goshala

E/W Excavation in tranches for pipe line in ordinary soil including 1.5 m. lift and 50m lead & refilling of excuated earth work in 20 cm.with watering & ramming on to the tranches and disposal as surplush earth upto 50 m lead from the enter of trenchs all complete .Excavition in foundation in ordinary Soil (loam ,clay or sand) including lift to 1.50 M & lead up to

Supply of the following pipe including railway freight, insurance charges F.O.R etc. complete HDPE PIPE (PE-100)6Kg/cm2 110 mm Dia

90 mm Dia

Supply of Specials for pressure pipes FOR HDPE Pipes 5% HDPE Pipe Specials

carting ,laying and jointing of the following size of pipes including lowering them into the trenches including the cost of all jointing material, labour T & P etc. complete HDPE PIPE (PE-100)6Kg/cm2 110 mm Dia

90 mm Dia

Smail Drain

Providing House connection (Single tap ) for users with H D P E pipe and G.I pipe pipes including supply of all material ,labour T & P etc. cpmplete

Making inter connections with existing pipe line to proposed pipe line including supply of all material, labour T & P etc. complete. 90 mm To 110 mm dia

R.C.C. Work with cement, approved coarse sand & 2 cm guage approved stone grit in proportions of 1:2:4 in lintels of door & windows excluding supply of reinforcement and its bending. But including its fixing and binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra.

Site clearance and other unforeseen items.

E/W in cutting or in embankment in orinary soil excavation to be in the from of regular pite not be exceeing 0.50 m in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slopes and also incluing 1.5 m lift and 8km lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30m distance as directed by the engineer in charge.

Concrete with 4 cm. gauge brick ballast, Fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors,including supply of all materials, labour, Tools& plants etc. required for proper completion of the work

Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 including bending for proper and necessary completion of the work and including supply of steel and wastages, bends, hooks and authorised overlapping shall be measurised as per direction of Engineer-in-charge.

R.C.C. work with Cement approved coarsesand and 2 3/4") gauge approved stoneballast in the proportions of 1:1.5:3 in lintels fodoors and windows excluding supply einforcement and its binding but including itsfixing and binding the same with 24 B.W.G.G.I., binding wire and including necessarycentering and shuttering etc. and also includingsupply of all materials, labour and T & P etc.required for proper pletion of the work.Excluding cost of Binding wire.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30(Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed sideformwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges,steel plates including levelling theformwork as per drawing), spreading the concrete with shovels, rakes, compa cted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and finished with Power Trowel Cum Floter-Trimix Flooring Machine.

Construction of single tap masonary pillar type stand post as per type design

Add Gst 18%

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