Construction of Ramawapur to Shekhapur Road

Construction of subgrade and earthen shoulders 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. as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.) with all aspects

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 MORD Spec. 302(II). as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.) with all aspects

Construction of granular sub-base Grade-1 by providing Shankargarh material, spreading in uniform layers with motor grader on prepared surface and compacting in two layers at OMC with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. for proper completion of work as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.) with all aspects

Providing, laying, spreading and compacting stone aggregates of 45-63mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, Type - B screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 for proper completion of work as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.) with all aspects

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 Technical Specification Complete in all aspects or as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.).

Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per Technical Specification Clause 502 as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.) with all aspects

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 Complete in all aspects or as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.)

Providing, laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm (Crushed stone chiping 13.2mm @ 0.18 cum./10 sqm. & crushed stone chiping 11.2mm @ 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 (l) 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 All Taxes Royalty, Labour cess, Material & T&P.)

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 6.7mm 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 All Taxes Royalty, Labour cess, Material & T&P.)

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 direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.) with all aspects

Construction of subgrade and earthen shoulders 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. as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.) with all aspects

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 MORD Spec. 302(II). as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.) with all aspects

Cement Concrete with 4 cm. (1½") gauge approved Bricks ballast ,approved coarse sand and cement in the proportions or 8:4:1 including supply of all materials, labour, curing and T&P etc. required for proper completion of the work .as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.) SI No-275 with all aspects

First class brick work in 1:4 cement and fine sand of 1.25 F.M. mortar in super structure including supply of all materials , labour, curing and T&P etc. required for proper completion of the work as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.) SI No-307 with all aspects

Struck pointing with cement mortar consisiting of 1 part cement and 2 part fine sand of F.M 1.25 including supply of all materials labour, curing and T&P etc required for proper completion of the work as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.) SI No-574 with all aspects

Supply of RCC Hume pipe 600 mm dia NP-3 Confirming to the requirements of I.S. Code 458 as specified in the drawings as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.) with all aspects

Laying of 600 mm dia NP-3 Hume pipes 2.50 Mtr long as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.) with all aspects

Cost of Ist Year Maintenaince @0.00% as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.) with all aspects

Cost of IInd Year Maintenaince @0.75% as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.) with all aspects

Cost of IIIrd Year Maintenaince @1.5% as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.) with all aspects

Cost of IVth Year Maintenaince @2.25% as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.) with all aspects

Cost of Vth Year Maintenaince @3% as per direction of E/I (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.) with all aspects

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