CONSTRUCTION OF BEMHARI ROAD SHANTI NIKETAN KANYA PATHSHALA TO MIRJAPUR HOTE HUE PANDULGHAT BANDHE TAK ROAD

Construction of subgrade with approved material 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 1000 m as per Technical Specification Clause 303.1 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 by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. as per Technical Specification Clause 302(II) 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 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 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.)