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| 1 | Construction of Embankment with Material Obtained from Borrow pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.50m, transporting to site, spreading, grading to slope and compacting to meet requirement of Tables 300.0 and 300.2 with a lead upto 5000 m as per Techinacal Specification Clause 301.5 |
| 2 | Construction of granular sub-base by providing well graded Material, Spreeding 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 and laying WBM grade with 45-63 mm apporved quality SB in 7.50 cm thicknessconsolidating by road roller using stone dust/mooram for blinding materials/screening materialmacking medhi ,including roller including all materrial,labour,T&P |
| 4 | Providing and laying WBM grade with22.4-53 mm apporved quality SB in 7.50 cm thicknessconsolidating by road roller using stone dust/mooram for blinding materials/screening materialmacking medhi ,including roller including all materrial,labour,T&P |
| 5 | providing and laying prime coat bitumen emulsion (SS-1) on prepaired surface of grangular base including cleanning of road surface and primer at the rate of .085 km /sqm using mechanical means as per technical specification clause 502 (including cost of bitumen) |
| 6 | providing and layinig tack coat with bitumen emulsion using emulsion distributer at the rate of 0.25on the prepared grangular surface treated with primer &cleaned clause 503 (including cost of bitumen) |
| 7 | providing and layinig and rolling of open graded premix carpet of 20 mm thickness composed of 13.20 mm to 5.6 mm aggregates either using penetration grade bitumen or to required line ,grade bitumen &level to serve as wearig course on previously prepared base including mixing in a sutaible plant,laying and rolling with a three wheel 80 -100 kn static roller capacity ,finished to required level and grdes as per technical specification clause 508 (including cost of bitumen) |
| 8 | providing and laying seal coat the voids in a bitumenous surface to specification levels grade &cross fall using type B as per technical specifiction clause 510 (including cost of bitumen) |
| 9 | Construction of subgrade and Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000m as per Technical Specification Clause 303.1 |
| 10 | Earthwork in excavationin ordinary soil for structures as Per drawing and techanical specification clause 305 including setting out, construction of shoring and bracing, removal of stumps and other deleterous material and disposal up to a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 11 | Plain Cement Concrete (PCC) M-10 (1:3:6 Nominal Mix) in open foundation complete as per drawing and techanical specification Clause 802,803,1202 &1203 |
| 12 | Stone masonary work in cement mortor(1:4) in foudation complete asper drawing and techanical specification clauses 702,704,1202 and 1203(2nd sort). |
| 13 | Stone masonary work in cement mortor(1:5) in sub-structure complete asper drawing and techanical specification clauses 702,704,1202 and 1203(2nd sort). |
| 14 | Raised cement pointing with cement mortar consisting of 1 part cement and 3 part of coarse sand as per drawing and Techanical specification clauses 613.3,1204 |
| 15 | Providing weep hole in brick masonary, stone masonry ,plain / reinforced concrete abutment ,wing wall,return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V) : 20(H) towards drawing face complete as per drawing and technical specification Clauses 614.709,1204.3.7 |
| 16 | Providing PCC M-20 archtectural coping on the top of wing/return wall. etc. complete as per drawing and techanical spec. clauses 615,710 and 1204.3.12 |
| 17 | Providing and laying Reinforcement cement concrete pipe Np3 ( burried conducts) on first class bedding of granular material in Single row including collar with cement mortar 1:2 but excluding excavation, protection work, backing, concrete and masonary works in head walls and parapet. ( 600 mm dia ) MORD 1100 |
| 18 | Supply fitting and placing MS bar reinforcement in superstructure complete as per drawing and techanical specification Clause 1002 |
| 19 | Providing and laying Reinforced Cement Concrete in Superstructure as per drawing and techanical specification 800 ( Excluding cost of Teinforcement ) Please Enable Macros to View BoQ information |
