Construction work of Aamkol road to Gagda Road Via Nahar ki patri Bhat tola With 05 Year Maintenance LOT NO-4 of 6

Earth work cutting or in embankment to oridinary soil, excavation to be in the from of regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dressing the surface to required levels & slopes & also including 1.5m. lift & 30m. lead The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. distance as directed by the engineer-in-charge (Excluding Royalty) as per SI. No. 253(Including Labour Cess but GST will paid extra as applicable)

GSB- Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/Tractor mounted appropriate equipment on prepaire suface mixing by mix in place method with rotavator at OMC, and compacting with smooth roller to achieve the desired density, complete as per clause 401 Sr No. 4.1 (Including Labour Cess but GST will paid extra as applicable)

WBM-II Providing, laying, spreading and compacting stone aggregates of specific sizes 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. Sr.No. 4.7(2)(A) By Manual Means. (Including Labour cess and royality ) (GST will be paid extra as per applicable)

WBM-III Providing, laying, spreading and compacting stone aggregates of 22.4-53mm size 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, screening Type-C to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405(3). Sl No. 4.7 (Including Labour cess and royality ) (GST will be paid extra as per applicable)

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 mechanical means as per Technical Specification Clause 502 Sr.No. 5.1(i). (Including Labour cess and royality ) (GST will be paid extra as per applicable)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.35kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom As per MORD Specification & Clause no 503, 5.2 (Including Labour Cess but GST will paid extra as applicable)

Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously Prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kN static roller capacity finished to required lavel and grades to be followed by seal coat As per MORD Specification 508 & Clause 5.9 (Including Labour Cess but GST will paid extra as applicable)

Providing and applying seal coat type "C" comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kN Static roller and finishing to required level and grades As per MORD Specification 510 5.& Clause 5.12 (Including Labour Cess but GST will paid extra as applicable)

Earth work cutting or in Patri to oridinary soil, excavation to be in the from of regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dressing the surface to required levels & slopes & also including 1.5m. lift & 30m. lead The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. distance as directed by the engineer-in-charge (Excluding Royalty) as per SI. No. 253(Including Labour Cess but GST will paid extra as applicable)

Brick edging on both sides of the road of first class bricks 8 cm (3") wide and 12 cm. 4%"deep laid with mud mortar including labour and supply of. bricks finished to required template and proper alignment and also including dressing and ramming the excavated earth as directed by Engineer-in-Charge. As per Si No. 765 (Including Labour Cess but GST will paid extra as applicable)