CONSTRUCTION OF HARRIYA BABHNAN ROAD TO AGARWA LINK ROAD

Earthwork in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50 meter in depth and earth work to be compacted in 20 cm. layers including the ramming and dressing and also the surface to required levels and slopes also including 1.50 m lift and 30.00 m lead as per specifiaction as per Technical specification complete in all aspects or as per direction of E/I . (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift up to 1.50 m and lead up to 50 m as per Technical Specification clause 302.3.as per Technical specification complete in all aspects or as per direction of E/I . (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Providing and Laying 12.50/11.00 cm compacted thickness granular sub-base (G.S.B.) 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 Speicification Clause 401 including cost of material , roller, cartage ,loading, unloading ,labour and all taxes complete or as per Technial Specification Complete in all aspects or as per direction of E/I. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.))

Providing, Laying, spreading and compacting stone aggregates of 63-45 mm size material 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 grit to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. as per Technial Specification Complete in all aspects or as per direction of E/I. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Providing, Laying, spreading and compacting stone aggregates of 53-22.4 mm size material 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 grit to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. as per Technial Specification Complete in all aspects or as per direction of E/I. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Providing and applying Primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer using mechanical means.as per Technical Specification Clause 502 bitumen emulsion @ 7.50 kg./10 sqm. as per Technical Specification Complete in all aspects or as per direction of E/I. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 3.00 kg./10 sqm. on the prepared bituminous surface Cleaned with Hydraulic broom as per Technical Specification Clause 503. as per Technical Specification Complete in all aspects or as per direction of E/I. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Providing, laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm (Crushed stone chiping 13.2 mm @0.18 cum./10 sqm. & crushed stone chiping 11.2 mm @ 0.09 cum./10 sqm.) aggregates either using penetration grade bitumen or emulsion to required line,grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant laying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat either Type-C as per technical specification clause 508. By manual means (1) Bitumen(VG-10) @ 14.60 kg. per 10 sqm. as per Technical Specification Complete in all respects or as per direction of E/I. (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C with 6.7 mm crushed stone chiping @ 0.09 cum/10 sqm as per Technical Specification Clause 510. Bitumen(VG-10) @ 6.5 kg. per 10 sqm. as per Technical specification complete in all aspects or as per direction of E/I . (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Brick edging on both sides of the road of first class bricks 8 cm (3'') wide and 12 cm. ( 4.5") deep laid with mud mortar including labour & supply of bricks finish to the required templeate and in proper alignment and also including dressing ramming the excavated earth as per Technical specification complete in all aspects or as per direction of E/I . (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)