Improvement work by RCC drain and CC from A-454 to A-285 in Ward 55, Pratap Vihar Sector 11.

Demolishing Reinforced cement concrete or reinforced brick work including stacking of materials as per directed by the of Engineer - in -charge.

Dismantling sundries brick work including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60 metre (200 feet) SOR 2022 S.I N0 692

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge

Disposal of earth up to 8.00 Km from site including etc. all complete work. S.I N0-231(A) SOR-2022

Cement Concrete with 4 cm guge approved brick ballast, Fine sand & cement in the proportion of 12:6:1 including supply of all matrials, labour, tools and plants etc. required for proper completion of the work.

RCC work with cement, approved coarse sand and 2 cm gauge stone grit in proportions of 1:1.5:3 in slab wall etc excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWG G.I.binding wire and including necessary centering and shuttering etc and supply of all materials, labour and tool & 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.

Steel reinforcement for R.C.C work including straightening,cutting,bending,placing in position and binding all complete upto plinth level Mild steel and Medium Tensile steel Bars.

S/L of 22.4 to 53 mm gauge stone ballast with stacking for measurement etc all complete as per direction of engineer in charge

Consolidation stone aggregates of 45-63mm/22.4-53mm size to water bound macadam,specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 KN static roller in stages to proper grade and camber applying and brooming crushable screening to fill-up the interstices of coarse aggregate,watering and compacting to the required density Grading 2/3 as per Technical Specification Clause 405.

Construction of un-reinforced dowl jointed at expansion and construction join only 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 40(Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 jmm, 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, approaches near 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 Clause1501