Construction of C.C. Road from Main Road to Vinod House Gram- Bahadurpur Block Saifai ,Dist. Etawah

E/W in filling of in embankment in ordnary soil excavation to be in form of regular pit with machanical complaction of soil in layer including ramming dressing & surface to required leve & slopes all completion of work as directed by Engineer-in-charge. ANALYSIS

E/W in embankment in ordnary soil excavation to be in form of regular pit with machanical complaction of soil in layer including ramming dressing & surface to required leve & slopes all completion of work as directed by Engineer-in-charge. SL-251

Providing and laying cement concrete in 1:6:12 (1 Cement : 6 fine sand : 12 graded stone ballast aggregate 40 mm nominal size ) including supply of all materials, labour and T&P etc required for completion of work and curing complete. Including cost of form work, in foundation and floors S.I.No. 273

M 150 class brick work in 1:3 cement & Coarse sand mortor in foundation per SI. NO. 307.

Construction of un-reinforcement 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) (1:1.5:3) coarse and fine aggregates conforming to IS 383 maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropiate weight batcher using approved mix design, laid in approved fixed side form work (steel channel laying and fixing of 125 micron thick polythene film, wedges steel plates including levelling the form work as per drawing) spreading the concrete with sloves, rakes compacted using needle, screed and plate vibrators and finished in continuous opration including provision of contraction and expansion construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification (approved Quarri grit). S I No. 35 New Item.

Providing and laying D. P. C. 2.50 cm thick with Cement Concrete Consisting of one part Cement, 1.5 part of Coarse sand and 3 part of approved 10 mm grade stone grit and including water proofing material as approved by the Engineer-in- Charge in the proportion as specified by the manufacturer.

40MM thick cement concrete flooring 1:2:4 with 20mm stone agg. Laid in one layer finished with floating coat of neat cement SI 14.69

12 mm cement plaster thick 1:3 cement & coarse sand fair single and halh brick wall including internal rounded angles not exceeding 80 mm in grith and finished even and smooth S.I.. 13.9

S/F of 4X2.5 feet size granite stone at site including writing painting with graving and cartage up to site complete.

Less 5% due to CPE