WARD NO- 01 MOHALLA JATWAN ME PREM KE KHET SE KISHANPA KE MKAN TK C.C. SDAK V NALI NIRMAN KARY

Earth work in filling with extra cartage upto 8.0 Km

Dismantling Of old RCC coverd slab/ Ramp including stacking of all material at site

Dismantling of old damaged cement concrete Road including stacking of all materialat site

Excavation work for Drain/Nala in foul condition of Soil including, lift upto 1.50 M and lead Upto 30m

First class B/w in 1:4 Cement C'sand mortor in Sub Structure including supply of all meterial labour t&P etc required for proper completion of work

12 mm thick Plaster with cement & course Sand of 1.25 FM Mortar in 1:4

Providing and laying cement concrete in 4:2:1 of not less than strength of M-150 stone ballast (20 mm nominal size), approved coarse sand and cement, curing complete including of cost of form work in foundation and floors-completion of the work as per direction of the E / I.

Supply,Laying and Consolidation of 22.40-53 mm gauge stone Ballast

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.

RCC Work with cement, approved coarse sand and 2 cm gauge approved stone grit in proportions of 1:1.5:3 in Slab

Supply, Fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications including supply of all material, labour, Tools & Plants etc. required for proper completion of work

Cartage for Disposal of all malba surpluse earth etc upto 5.00 Km

supply and fixing black granite stone board for inoguration

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