Construction of painted road and bridge from Dharaun Road to Kabrai Store downstream of Kabrai Dam

Earth work in foundation in Mar, Kabar Ranker and Kanker mixed soil with lead upto 30m. and initial lift proper disposal of excavated earth etc. complete of work as per direction of Engineer-in-charge.

Earth work in filling in Mar, Kabar, Ranker and Kanker mixed soil including lead upto 595m. and lift upto 1.50m. all labour, T&P etc.complete of work as per direction of Engineer-in-charge.

Earth work in excavation Mar, Kabar, Ranker and Kanker mixed soil in Nala & Removal of Diversion including lead upto 30m. and lift 1.50 m. including proper disposal of excavated earth etc. all complete of work as per direction of Engineer-in-charge.

Supply and Laying Coarse sand below foundation including all material, labour, and T&P etc. required for proper completion of work as per direction of Engineer-in-charge.

Providing and Laying P.C.C. (1:2:4) with cement:sand: stone grite including cost of all material, labour, T&P etc. comple of work as per direction of Engineer-in-charge.

Providing Steel Reinforcement in cutting, bending, placing & binding with G.I. wire including all cost of material, labour and T&P etc. complete of work as per direction of Engineer-in-charge.

Providing & Fixing Centering and Shuttering for R.C.C. including all cost of material, labour and T&P etc. complete of work as per direction of Engineer-in-charge.

Providing and Laying R.C.C. 1:1:2 nominal mix cement concrete with cement, sand & stone grite all lead & lift including cost of all materials and labour, T&P required for proper completion of work as per direction of Engineer-in-charge.

Providing and Laying C.C. 1:1½:3 (M-20) with cement, sand & grite with all lead & lift including all cost of material, labour, T&P etc. complete of as per direction of Engineer-in-charge.

Supplying & Fixing 100mm dia PVC pipe for weep holes including all cost of material, labour, T&P etc. complete as per direction of Engineer-in-charge.

Dewatering by 10 H.P. pump including fuel, operator all labour, T&P etc. complete of work.

Supplying and Laying boulder pitching (25-60)kg. including cost of all material,labour, T&P etc. complete of work as per direction of Engineer-in-charge.

Supplying & Laying of 1200mm dia. R.C.C. hume pipe with position and making joint by fixing collar lowering, making joint including all carriage, laoding, unloading, material, all complete of work as per direction of Engineer-in-charge.

By Mix in place Method (For Drainage Layer) Construction of granular sub-base grade IIIrd by providing well graded material, for blanket coat 15 cm compacted thick 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.

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 cleading 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)

Tack coat Providing and applying tack coat with V.G.-10 bitumen using bitumen pressure dristributor @ 0.35 to 0.45 kg. per sqm. on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

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 edging on both sides of road with M-100 class bricks on edge 3" wide and 4-1/2" deep laid with mud mortar, finished to the required temples in proper alignment & also dressing ramming the excavated earth and directed by Engineer-in-Charge