Construction of a road from the Prasidh Singh tubewell through the Harijan Basti to Panicha (including 5-year maintenance cost).

Construction Of embankment with approved materials obtained from borrow pits with a lift upto 1.50M. transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 &300.2 with a lead upto 1000m. As per Technical specification clause 301.5

Cement Treated Subbase: Providing, laying and spreading materials on a prepared sub grade , adding cement @ 2% by weight to the spread materials manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base.

Cement Treated base:Providing, laying and spreading materials on a prepared sub base , adding cement @ 4% by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to acheive the desired unconfined compressive strength and to form a layer of base.

Providing and applying tack coat with bitumen (V.G.10) using pressure distributor at the rate of 0.35 kg per sqm on the prepared granular surface & cleaned with machanical broom as per 503 of MORD data book

Providing and applying and rolling of open graded premix carpt of 20 mm thickness composed of 13.2mm to 5.6mm aggregates using VG 10 bitumen to require line grade and level to serve as wearing course on a previously prepared base including laying and rolling with a three wheel 80-100kn static roller capacity finished to required level and grades to be followed by seal coat or either as per Technical Specification Clause 508

Cleaning the premix surface and laying Seal coat (Type"C") with approved 6-7mm. Grade grit and bitumen (V.G.-10) including Roller,Machinary and Heating the bitumen to the required temperature as per Technical Specification Clause 510.

Constn. Of patri both side of road with approved materials 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 upto 30m. As per Technical specification clause 303.1

Excavation in foundation in ordinary soil including lift upto 1.5M. and lead upto 30M. including watering ramming and dressing etc. and disposal of surplus earth as direction by E/I. upto a distance of 30M. from the foundation trenches complete in all respect.

PC.C. 1:3:6 cement, coarse sand 40mm. Gauge stone ballast including complete work

Supply of 600mm. Dia pipe.

Laying of 600mm. Dia pipe.

M-150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth etc. required for proper completion of the work

Struck cement pointing in 1:3 cement fine sand mortar including supply of all materials labour tools and plants etc. required for proper completion of the work.(Flus Pointing)

12 mm thick Plaster with Cement mortor in proportion of 1:2 cement and Coarse sand .

Painting Roofs or others work in one coat coat of ready mixed paint primer one coat coat of appproved paint(british ,Antisol) including supply of all materials laboure tools and plantsetx required for proper complition of the work As per direction of E/I. SI N0 04

Providing and laying cement concrete in 1:2:4 cement coarse sand and 20 mm nominal size of grit .

Colour washing one coat using approved colouring materials of buff,blue,gray or broun shade including supply of all materials labour tools and plants etc. required for proper completion of the work.

Constn. Of subgrade and earthen shoulders with approved materials 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 upto 1000m. As per Deduct Excavation Quantity

Supply of MS Iron reflective sign board as per drawing approved by ENC

Supply and fixing of KM & HM

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