Repair to bridge over Local nallah on Musapali to Khaparamal road_Road_1- Approach road 400 Mtr -SDBC- 2- Wearing coat 3- Protection wall with stone packing 120 Mtr 4- Painting.colouring of railing and other_At 2.000 km

Clearing grass and removal of rubbish up to a distance of 50 mtr outside the periphery of the area and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness as per specification and as per the direction of Engineer -in –charge.

Providing granular sub-base using gravel having CBR value not less than 20 & PI value not more than 6 mix with required proportion of sand of approved quality including cost, conveyance, royalty & taxes including cost of T&P articles required for the work etc. complete & labour for spreading moorum in layers not exceeding 23cm. thickness watering & compacting to the required density at OMC with power road roller including cost & carriage of water, all T&P articles with hire & running charges of machineries such as PRR etc. required for the work complete in all respect as per specification & direction of the Engineer-in-charge

Providing , laying & compacting of W.B.M. base course including preparation , compaction & spreading aggregate to proper grade & camber including all cost, carriage etc complete. Grade -III

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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 of MORD

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 OF MORD

Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH spefn. clause No. 508 complete.

Construction of RCC guide posts of 200 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technocal Specification Clause.

Earth work in all kinds of soil within 50m lead and 1.5m lift including rough dressing and breaking clods to maximum 5cm to 7cm etc complete.

Providing & Laying manually with sand in regular layers not exceeding 150mm thick including all cost, conveyance, taxes etc. complete.

Providing Concrete for Plain/ reinforced concrete in open foundation complete as per drawing and technical specifications Clauses 802,803,1202 & 1203 Bottom concrete.