Construction work of paved road on the service road from Km 17.200 (Chhichheri culvert) to Km 24.400 (Piprauli Shiv) of Kansua Rajwaha.

Construction of subgrade and earthen shoulders with apprved material obtained from borrows pits with all fifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m.

Construction of granular sub-base (125 mm thick) 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 comacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401

Providing and laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (75 mm thick), specifiction including spreading in uniform thickness, hand packing, rolling with smooth wheel static roller 80-100 kN, in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading IInd as per Technical Specification Clause 404

Providing, laying, spreding and compacting stone aggregates of specific sized to water bound macadam (75 mm thick)specification including spreading in uniform thickness, hand packing, rolling with smooth wheel static roller 80-100 kn in stages to proper grade and camber, applying and brooming, crushable screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading III as per Technical Specification Clause 404.

Providing and applying primer coat with Bitumen emulsion (MS1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate 0.85 Kg/sqm using mechanical means as per Technical specification clause 502.

Providing and applying tackcoat with bitumen (VG-10) using bitumen distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specififcation Clause 503

Providing and laying of open graded premix carpet of 20 mm thick composed of 13.20mm to 5.60 mm aggregates either using penetration bitumen 80/100 to required line, grade and leved to serve as wearing course on a previously prepared base including mixing in a suitable plant laying by paver machine and rolling with a three wheel 80-100 Kn static roller capacity, finished to required level and grades as per technical Specification clause 511.

Providing and laying seal coat sealing the voids on bituminious surface laid to the specified levels, grade and cross falls using Type C as per technical Specification clause 513.

Supplying and laying 1st class bricks soling layer on prepared sub grade with brick on edging according to lines, grade and cross-section filling joints with sand and earth including cost of all material, labour and T&P etc complete

Earth work in foundation in dry ordinary soil (Loam, clay or sand) including lift upto 1.50 M lead up to 30 M and including fillling, watering and ramming of excavated earth into the trench of into the space between the structure and the side of foundation trenches or into the plinth with removal and disposal of surplus earth as directed by the Engineer-in-charge.

Laying of Cement Concrete 1:3:6 in foundation with cement, C.sand & 20 to 40mm stone grit including all labour and T&P etc. complete.

P.C.C. work 1:2:4 with cement coarse sand and 20 mm stone grit.

Centering and shuttering for P.C.C. work including cost of labour material and T&P etc. required for completion of the work.

1st class 150 Brick work 1:4 with cement & C-sand including all labour material and T&P.

Cement plaster 12.50 mm thick with 1:4 cement, c-sand including cost of all labour material and T&P etc. complete.

Supplying and fixing of NP2 Hume pipe of dia 150mm, 100 mm & 75mm including carriage & Labour charges for loading, unloading & laying in proper position including fitting, fixing with collars and fixing the joints with cement mortar 1:2 and jute packing including the cost of cement, sand and jute packing required for proper completion of work as per direction of Engineer-in-charge.