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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 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 |
| 4 | Cement Concrete Pavement : Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepaired sub base with 43 grade cement or any other type as per clause 1501.2.2.M-30 grade coarse sand and fine aggregates confirming to IS:383 maximum size of coarse aggregate not exceding 25 mm mixed in a concrete mixer of not less than 0.2 cum. capacity and aproprete weigh batcher using approved mix design laid in a approved fixed site form work (steel chanel) laing and fixing of 125 micron thick polythene film wedges steel plates including levelling the form work as per drawing, spreading the concrete with sholves rackes, compacted using needle screed and plate vibrators and finished in continous operation including provision of conraction and expansion,construction joints, applying debonding strips, primer, sealent dowel bars, near approches to bridge / cukvert and construction joints admixtures as approved curing of concrete slab for 14 days. using curing compound ( where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501 |
| 5 | 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 |
| 6 | 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. |
| 7 | 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 |
| 8 | Stone masonary work in cement mortor(1:4) in foudation complete asper drawing and techanical specification clauses 702,704,1202 and 1203(2nd sort). |
| 9 | 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). |
| 10 | 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 |
| 11 | 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 |
| 12 | 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 |
| 13 | Supply fitting and placing MS bar reinforcement in superstructure complete as per drawing and techanical specification Clause 1002 |
| 14 | Providing and laying Reinforced Cement Concrete in Superstructure as per drawing and techanical specification 800 ( Excluding cost of Teinforcement ) |
| 15 | Construction of Embankment with Material Obtained from Borrow pits with a lift upto 1.50m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Techinacal Specification Clause 301.5 Please Enable Macros to View BoQ information |
