Construction of C.C. road, C.C. Paver and R.C.C. Drain from causeway to Dhasan Main canal service road and Top of Embankment in left bank of Dhasan River in D/s of Lahchura dam. (Lot-01)

Amount

The quantities given here under are tentative. They can vary on either side upto any extant,the contractor shall have no claim on account of changes and shall be paid of the quantities as physically met at site reach of work for complete work. (Rate are excluding GST)

Earth work in Mar, Kabar, Ranker & Mixed woil in digging with average disposal lead of 30m. and all lift including dressing, making profile and manual compaction all labour, T&P etc. Complete as per direction of Engineer-in-charge.

Earth work in filling in Mar, Kabar, Ranker & Kanker mixed soil including with 2 Km. lead and inial lift including all cost of material, labour, T&P etc. complete as per direction of Engineer-in-charge.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads. transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead up to 1000 m as per Technical specification cause 303.1. including Stablization with 2% staked lime including its mixing with rotavator complete.

Construction of granular sub-base in blancket coat by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing, laying, spreading and compacting stone aggregates of 22.4-53mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregates, watering and compacting to the required density grading-III as per technical specification clause 405

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 43 grade cement or any other type as per clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS; 383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum cpacity 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 expansion, construction joints, applying debonding strips, primer, 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.

Steel for reinforcement its cutting, bending, binding & placing in position as per approved drawing inclduing all cost of material, labour and T&P required for proper complete as per direction of Engineer-in-charge.

Supplying & Laying sand under C.C. Paver including all cost of material, labour, T&P etc. complete as per direction of Engineer-in-charge.

Providing and Laying of Rubble Moulded Zig Zag Interlocking concrete block pavements having thickness 80mm including all cost of material, labour, T&P etc. complete as per direction of Engineer-in-charge.

Laying C.C. 1:3:6 with cement, Sand & Stone grite in foundation including ramming, curing with all cost of labour, material, T&P etc. complete as per direction of Engineer-in-charge.

Laying R.C.C. 1:1.5:3 with cement, sand & stone grite including mechanical mixing & vibration, curing with all cost of labour, material, T&P etc. complete as per direction of Engineer-in-charge.

Centering and Shuttering including scaffolding required, including all cost of material, fabrication, erection labour etc. required for proper complete as per direction of Engineer-in-charge.

Providing and Laying R.C.R. stone Masonary 1:4 CM including all cost of material, labour, T&P etc. complete as per direction of Engineer-in-charge.

12.50mm thick cement plaster (1:4) including all cost of material, labour, T&P etc. complete as per direction of Engineer-in-charge.

Providing and Laying C.C. 1:2:4 in coping including all cost of material, labour, T&P etc. complete as per direction of Engineer-in-charge.

M/S VIVEK KUMAR SINGH

M/S ASHISH KUMAR