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| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. |
| 2 | Earthwork in side paterris cutting or in embankment in ordinary soil, excavation to be in the from of regular pits not exceeding ½ metre (20\") in depth & earthwork in embankment to be in 20 cm (8\") layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5ft) lifts and 30 m (100\") lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with 30 metres (100 ft) distance as directed by the Engineer-in-charge.inc royalty |
| 3 | Providing , Laying, Spreding and Compecting stone aggregates of specific size to water bound macadam specification including spreding in uniform thicknes hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone sceening/binding materials to fill-up the interstices of coarse aggregates, water and compacting to the required density Grading 1 as per Technical specification Clause 405 |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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. |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 6 | Brick soling on both side of the road with S.O.B. brickslaid with mud mortar including labour and s/o brick finished to required template and in proper alignment and also including dressing and ramming the excavated earth as per direction of Engineer-in-charge. |
| 7 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 8 | Providing and applying tack coat with Bitumen VG-10 using emulsion distributor at the rate of .35 to 0.45 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 9 | 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. |
| 10 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type Bas per Technical Specification Clause 510 |
| 11 | Painting Lines, dashes, arrows etc on road in two coat on new work with read mixed road marking paint conferming to IS: 164 on bituminus/concrete surfase, including cleanig the surface of all dirt, dust and other foreign matter, demarcation at site and trafic control as per drawing and Technical Specification Clause 1702 |
| 12 | Providing and erecting direction and place indentification retro reflectorised sing asper IRC:67 made of high intensity grade sheeting vide clause 801.3 fixed over over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600mm, 600mm below ground level as per approved drawing Conplete (90x90cm) |
| 13 | Supply and laying of Hume pipe of N.P-type as per size mentioned blow including all labour, T&P etc. Complete work as per direction of E/C1 nos crosing,350 mm dia N.P.-3Hume Pippe |
| 14 | Supply & Fixing of Sign. Board. |
