Construction of Bituminous Painted Road at Dam Top, Parapet, Chute drain Between Chainage K.M. 0.000 to 1.830 at Kabrai Dam.(Lot-2)

Earth work in Excavation in Mar, Kabar, Ranker and Kanker mixed soil with lead upto 30m. & 1.5m. lift including dressing, proper disposal of excvated earth, all cost of material, labour, T&P etc. proper completion of work as per direction of Engineer-in-charge.

Earth work in filling in Mar, Kabar, Ranker & Kanker mixed soil with 2 Km. lead and inial lift by Power Transport including manual compaction, dressing, making profile etc. proper completion of work as per direction of Engineer-in-charge

Providing and laying C.C. M-15 (1:2:4) with cement, coarse sand & stone grite 10-19mm size including all cost of material, labour, T&P etc. proper completion of work as per direction of Engineer-in-charge

Providing steel reinforcement with cutting, bending, placing in position with binding in G.I. wire including cost of all material, labour, T&P etc. required for proper completion of work as per direction of Engineer-in-charge.

Centering & Shuttering for R.C.C. work including cost of all material, labour, T&P etc. required for proper completion of work as per direction of Engineer-in-charge.

Providing & laying R.C.C. M-20 (1:1½:3) with cement, coarse sand & stone grite including all cost of material, labour, T&P etc. proper completion of work as per direction of Engineer-in-charge

Dismantling and Relaying of existing old & damaged stone boulder pitching including all cost of material, labour, T&P etc. proper completion of work as per direction of Engineer-in-charge

Turfing in slopes of Dams including all cost of material, labour, T&P etc. proper completion of work as per direction of Engineer-in-charge

Granular Sub-Base with well graded material (400.1) Construction of granular Sub-base 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 caluse 401.

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 Low Porosity 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 1.00 Kg/sqm using mannual means. clause 502

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)