NEW CONSTRUCTION WORK OF TADWARIYA SAMOGAR MEHDUPAR (ODR) ROAD KM 7 TO AMARHA BIO PLANT LINK ROAD

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not not exceding 0.50 mt. in depth and work in embankmet to be n 20 cm. layers includding ramming and dressing the surface to required level and slope and also including 1.5 mt. lift and 30 mt. lead as per SL. No.253 Embankment work. 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 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 . 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 7.50/10.00cm compacted thickness of stone aggregates of specific sizes 45-63 mm of water bound macadam specification incluidng 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 dust to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -2 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 laying 7.50 cm compacted thickness of stone aggregates of specific sizes 22.4-53 mm of water bound macadam specification incluidng 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 dust to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading -3 as per technical specification clause 405as 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 on prepared surface of granular base including clearing of road surface and spraying primer using mechanical means. As per technical specification clause 502 (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P).

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/l (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Material & T&P.)

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using penetration grade bitumen 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 of Type C as per Technical Specification Clause 508. 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, as per Technical Specification Clause 510 Complete in all aspects or as per direction of E/A (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Materini & 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 directed by Engineer-in-charge. Complete in all aspects or as per direction of E/1 (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Materini & T&P.)

Earth work in patries with ordinary soil (loam,clay and sand) excavation to be in the form of regular pits not exceeding 50 cm in depth and earth work in embankment to be in 20 cm layers including the ramming and dressing the surface to required levels, slopes and also including 1.5 m lift and 30 m lead the earth form cutting to be used in making embankment or to be deposited as spoil bank within 30 m distance as directed by the Engineer-In-Charge including mechanically compaction without royalty as per ( S.I. No. 253) Complete in all aspects or as per direction of E/1 (Rates are Excluding G.S.T but Including All Taxes Royalty, Labour cess, Materini & T&P.)