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| 1 | Excavation in foundation in ordinary soil (Loam, clay or sand) upto 30 M and including lift upto 1.50 M and lead upto 30 M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M from the foundation trenches as per S.I. No. 251(a). Including cost of, all material, Bitumen, labour, T&P, all taxes and labour cess complete. But excluding GST. |
| 2 | Earth work in cutting or in embankment in ordinary soilin subgrade excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levelsand slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance and mechanically compacted to achieve 95% procter density as per S.I. No. 253(a) & 260 as directed by the Engineer incharge. Including cost of, all material, labour, T&P etc. complete. Including cost of, all material, Bitumen, labour, T&P, all taxes and labour cess complete. But excluding GST. |
| 3 | By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density. Sr No. 4.1 Ref No. 401 Including cost of, all material, Bitumen, labour, T&P, all taxes and labour cess complete. But excluding GST. |
| 4 | Providing, laying, spreading and compacting stone aggregates of 45-63 mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. Including cost of, all material, Bitumen, labour, T&P, all taxes and labour cess complete. But excluding GST. |
| 5 | Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. Including cost of, all material, Bitumen, labour, T&P, all taxes and labour cess complete. But excluding GST. |
| 6 | Brick on edge pavement with straight over burnt brick on parties with bricks, laid dry joints filled with fine sand including preparation of base to proper slope, and its ramming, spreading layer of 1 cm. (3/8\") depth of local sand over the subgrade and including supply of all materials, labour Tools &plants etc. required for proper completion of the work. SI NO. 20.05 Including cost of, all material, Bitumen, labour, T&P, all taxes and labour cess complete. But excluding GST. |
| 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 kg/sqm using mechanical means as per Technical Specification Clause 502 Including cost of, all material, Bitumen, labour, T&P, all taxes and labour cess complete. But excluding GST. |
| 8 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared cleanedsurface (Ref. to Mort&H Specification No.503) . Including cost of, all material, Bitumen, labour, T&P, all taxes and labour cess complete. But excluding GST. |
| 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 Including cost of, all material, Bitumen, labour, T&P, all taxes and labour cess complete. But excluding GST. |
| 10 | Providing and laying seal coat by manual means with VG-10 Grade Bitumen 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 Including cost of, all material, Bitumen, labour, T&P, all taxes and labour cess complete. But excluding GST. |
| 11 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Including cost of, all material, Bitumen, labour, T&P, all taxes and labour cess complete. But excluding GST. |
| 12 | Providing and laying bituminous concrete (Gr-II) with higher capacity batch type HMP using crushed aggregates from approved quarry of specified grading, premixed with bituminous binder (VG-30) @ 5.40per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Adjustment for bitumen shall be done as per job mix formula and E-in-C letter No 2651 Dt 27-07-12. Including cost of, all material, Bitumen, labour, T&P, all taxes and labour cess complete. But excluding GST. |
