Ward No 28 Mohalla Saray Allo mai G.T. Road Mukhya Margh se Toshif ke Makan tak ek aur RCC Nala Nirman Karya.

Sub head & detail of work

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 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 slopesand also including lift upto 1.5 metre (5fts) lifts and lead upto 30 m.including all materials,labour,T&P and machinary plant as per direction of engineer in charge including all type of taxes,cess ,toll etc but excluding G.S.T. SI. No. 253 A

Dewatering of nala water with 2 number with pump set including all si no-109(313.0 per hour, for 1 day = 10 hours)

SUPPY & LAYING OF 45 to 63 mm Stone ballast mixed with stone dust Consolidated coat is 10 cm as per P.W.D Specification

SUPPY & LAYING OF 22.4 to 53 mm Stone ballast mixed with stone dust Consolidated coat is 10 cm as per P.W.D Specification

Cement concrete with 4cm gauge approved stone ballast, approved coarse sand and cement in the proportion of 1:4:8 including supply of all materails, labour and T&P etc. required for proper completion of the work. As per S.I. No. 281

R.C.C. work with cement approved coarse sand and 2 cm gauge approved stone grit/shingle in proportion of 1:1½:3 in slabs excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G. G.I. Binding wire and including necessary centering and shuttering etc. and supply of all materials, labour and T&P etc. required for proper completion of work. Including cost of Binding wire. (S.I. No. 5.11(285 New item)) .including all materials,labour,T&P and machinary plant as per direction of engineer in charge including all texes but excluding G.S.T. D=(0.60+2.00)/2=1.30

M.S. (tor steel or plain) in plain work such as R.C.C. or R.B. work including bending for proper shape as necessary including bending for proper completion of the work and including supply of all steel & wastage, bend, hooks and authorised overlapping shall be measured. including all type of taxes,cess ,toll etc but excluding G.S.T.

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 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 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.Technical Specification Clause 1501.

Supply & Fixing Sign Bord Patiya Size 2/3 Including Fixing.

Please Enable Macros to View BoQ information