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| 1 | Earth work in in filling in Embankment and patriinordinary soil excavation in to be regular pit not exceeding 0.5 m and earth work in embankment to be in 20cm layer ramming and dressing the surface to required level and slope also including 1.5 m lift and lead and all taxes and including trade tax, Royalty, etc. Completed as per direction of Engineer in charge. |
| 2 | Construction of granular sub-base Grade-1 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 Specification Clause 401. |
| 3 | 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 broomingm, 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. |
| 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and broomingm, 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. |
| 5 | Brick edging on both sides of the road of first class (M-150) brick on edge laid with mud mortar including labour and supply of bricks finished to the required templete and in proper alignment and also including dressing and ramming the excavated earth and including supply of T&P, labour and all taxes, etc. but excluding cost of GST for proper completion of the work as per direction of Engineer in charge SI No- 765. |
| 6 | Providing and applying primer coat with bitumen emulsion (SS) 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 |
| 7 | Providing & applying tack coat with bitumen VG- 10 using pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface including supply of all material T&P and labour cess etc. and including cost of bitumen but excluding cost of GST as per direction of Engineer in charge. |
| 8 | P/L of open graded premix carpeting of 20 mm thick composed woth 13.2 mm and 11.2 mm grit aggregate or approved graded grit @ 0.27 cum/10Sqm. Using 80/100 including heating of bitumen to required temperature, and incliding supply of all material T&P and labour cess etc. and including cost of bitumen but excluding cost of GST as per direction of Engineer in charge. |
| 9 | Providing and applying seal coat type \"C`with 6.8 mm gauge stone grit @ 0.90 cum/100 Sqm & bitumen 65 kg/100 Sqm including heating of bitumen to required temperature, mixing of stone gri with suitable mixol, laying and rolling with a smooth wheeled roller including cost of all material, Labour, royalty, T&P and all taxes etc required for proper completion of work and roller charges and including cost of bitumen but excluding cost of GST as per direction of Engineer in charge. |
