PCC Drain Construction with PCC Road from Nusrat House to Chandan Tea Shop at Churipatti

Earth work in excavation of foundation trenches or drain, in all sorts of soils (including mixed soil but excluding laterite or sand stone) including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. Depth of excavation not exceeding 1500mm.

Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.

Cement concrete with 30 mm down graded shingles excluding shuttering. In ground floor 6 : 3 : 1 proportion.

Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur Variety) (For Drain)

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. i) Pakur Variety) (For Drain)

Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge foundation including initial straightening, straightening of coil bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1mm in size and confarming to IS 280 at every interection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specification and direction of EIC.

Hire and labour charges for Shuttering with or without staging upto 4.0m height using approved stout props with wooden planks/ ply wood/ steel sheet plate with required bracing for any kind of plain or reinforced concrete works of minor structure including culvert, box culvert, cross-drain etc. The rate is incusive of fitting, fixing and striking out after completion of work as per specification and direction. i) Stagging not Required

Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. (a) Depth up to 150 mm.

Cement Concrete Pavement (laying manually) Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with cement content as per IRC: 15-2011, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batch mix plant / RMC and appropriate weigh batcher using approved mix design (as per IRC:44 2008), laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, polysulphide sealant, dowel bars, 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 Technical Specification Clause 1501 for Rural Roads of MORD. (i) With Batch Mix Plan, a) M20 grade, Using Concrete Mixer (Pakur Variety)

Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. Where staging is not required

Earth work in excavation from borrow pits arranged by the Contractor and depositing in layers of 250mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead of 50m. and initial lift upto 1.5 m. making bundhs at top as directed dressing complete. (Borrow pit measurement) In ordinary soil. with Carried earth lead up to 1km.

Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in- Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.)

Total Cost without GST = 397732.88 Add GST @ 18.00% on above =

Total Cost with GST = 445460.83 Add Cess @ 1.00% on above =