Reparing of Service Road of Chaudhary Charan Singh Charkhari Dal Nahar from Km. 0.00 to 3.00 and Km. 3.800 to 20.00 (Lot no-2)

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 and rates are excluding of G.S.T.

Earth work for Mar, Kabar Ranker and Kanker mixed soil with lead upto 595m. and initial lift including dressing & making profile and manual compaction etc. complete.

Water Bound Macadam Sub-base/base WBM Grading-II Providing, laying, spreading and compacting of 45-63 mm stone aggregates of specific 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.

Water Bound Macadam Sub-base/base WBM Grading-III Providing, laying, spreading and compacting of 22.4-53 mm stone aggregates of specific 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.

Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.00kg/sqm using mannual means. Clause 502

Tack Coat Providing and applying tack coat with Bitumen VG-10 using pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing laying and rolling of open greded premix carpet of 20 mm thick compacted composed of 13.2mm and 11.2mm aggregate using bitumen VG-10 @ 1.46 Kg. per sqm to required line, grade & level to serve as wearing coat on a previously prepared base, including mixing in a suitable mixall plant, laying and rolling with a three wheel 80/100 kN static roller capacity finished to required level and grade including all material, labour, T&P hire & fuel charges of mixall and roller etc. (As per MORD Databook clause 5.90 (508)

Seal Coat Providing laying seal coat type C with 6.7 mm stone chippings @ 0.009 cum per sqm precoated with Bitumen VG-10 @ 0.65 Kg. /sqm in a suitable mixall plant and rolling with a three wheel 80/100 kN static roller to seal the voids in a bituminous surface laid to the specified levels, grade and cross fall as per technical specification Clause and also including all material, labour, T&P hire & fuel charges of mixall and roller etc. (as per MORD data book clause 5.12 (510)

Brick on edging Brick on edge on prepaired surface of both side of road as per directed by Engineer-in-charge

M/S LODHI ENTERPRISES

Jai Maa Bhawani Construction