Name of Work:Special Repair of Sarkari Azeez to Jogkhera via Ramnagar
Sl. No.
Item Description
1
Earth work in cutting or filling in embankment patries in ordinary soil, excavation to be done in the form of regular pits not exceeding 1/2M the depth and earth workembankment ot be in 20cm. Layers including ramming and dressing the surface to required levels and slopes and also including 1.5 meter (5ft.) lifts and 30M (100ft.) lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30 M (100ft) as directed by Engineer-in-Chargeincluding all labour, meterial, royalty and T&P labour cess all taxes complete but excludingGST.
2
Providing laying, spereading and compacting stone aggregates (G-3) of specific sizes to water bound macadam specification including speading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, MORD Specification 405.3including all labour, meterial, royalty and T&P labour cess all taxes complete but excludingGST.
3
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 0.70 kg/sqm using mechnical means as per Technical Specification Clause 503 including cost of all material, labour, cess, Royalty andT&P etc. for proper completion of work but Excluding GST
4
Providing and applying Tack coat with VG-10 using bitumen distributor at the rate of 0.30-0.40 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as perTechnical Specification Clause 503 including cost of all material, labour, cess, Royalty andT&P etc. for proper completion of work but Excluding GST
5
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm 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 of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (I) Bitumen (S-90)C as per Technical Specification Clause 503 including cost of all material, labour, cess, Royalty andT&P etc. for proper completion of work but Excluding GST
6
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case - III : Type C (I) Bitumen (S-90)as per Technical Specification Clause 510 including cost of all material, labour, cess, Royalty andT&P etc. for proper completion of work but Excluding GST
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