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| 1 | Flank dressing to proper camber etc.complete |
| 2 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified materials with in all lifts and lead upto 1000 metres etc complete. |
| 3 | Reworking or Rerolling the scarified bituminous surface suitably after supplementing the base materials with quarry dust and compacting finished surface. |
| 4 | Construction of embankment with approved material obtained from borrow pits with all lead and lifts, transporting to site by mechanical means within a lead of 5 km., spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT&H specifications etc. complete. |
| 5 | Water Bound Macadam Sub-base/ base Providing laying spreding and compacting stone agregates of specific sizes to Water Bound Macadam specification including spreding in uniform thickness hand packing, rolling with 80-100KN roller in stages to proper grade & camber, applying & brooming, stone screening/ binding materials to fill up the interstices of course agregate watering & compacting to the required density as per technical specification Clause 405. |
| 6 | Providing applying primer coat with bitumen on prepared surface of Granular base including cleaning of road surface & spraying primer @ 0.70-1.00kg/sqm using mechanical means as per technical specification clause 502 |
| 7 | Providing applying tack coat with bitumen using emulsion distributor @ 0.30kg/sqm on prepared granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503 |
| 8 | Providing and laying 20 mm thick premix carpet using 0.18 cum of 13.2 mm and 0.09 cum of 11.2 mm size chips with 14.60 kg. penetration grade of bitumen per 10 sqm including hand packing to proper camber and rolling with PRR including hire and running charges of PRR, tar boiler and other T&P articles including all cost, carriage, royality of chips and bitumen etc.(Without H.M.plant) |
| 9 | Providing and laying 6 mm thick precoated seal coat Type- B using 0.06 cum of 6 mm size chips and down graded as per sieve analysis and 6.8 kg. of bitumen per 10 sqm including hire and running charges of PRR, bitumen mixture, tar boileretc including all cost, carriage, royality of chips and bitumen etc.(With H.M.plant) |
| 10 | Cement Concrete (1:3:6) in foundation and plinth using 40mm size HBG metal including cost, conveyance, royalty and taxes etc. complete with shoring dewatering etc. complete. |
| 11 | Cement Concrete (1:1.5:3) with 20 mm size & down graded h.g. chips including cost, conveyance, royality and all labour charges etc complete. |
| 12 | Providing HYSD reinforcement/MS round bars required for R.C.C. works including cost and conveyance of tested M.S./T.S. rods and binding wire of 18 to20 gauge, T & P articles including labour charges for straightening , cutting,bending,binding,and welding if required and tying the grills and placing in proper position as required ( incase of availability of rods in Departmental store,the same can be supplied to the contractor at prevailing stock issue rate ) og grade S 240 and S 415 confirming to IS 432 & IS 1786 respectively with approved design etc complete as per clause 1000, 1002, 1010 & 1202 of MORD & as per direction of Engineer-In - charge. |
| 13 | Construction of embankment with approved material obtained from borrow pits with all lead and lifts, transporting to site by mechanical means within a lead of 5 km., spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT&H specifications etc. complete. Please Enable Macros to View BoQ information |
