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| 1 | Construction of embankment with approved material obtained from availble land as permitted and approved by E/I and as per technical specification clauses 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirment of Tables 300.1 and 300.2 as per Technical Specification clauses 301.5 |
| 2 | 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 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 63-45 mm size 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 brooming ,Stonescreening,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density |
| 4 | Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size 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 brooming ,Stonescreening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density |
| 5 | Construction of earthen shoulderswith approved material obtained from excavation of pits spreading grading to reqired slope and compacted to meet requirementSpecification. |
| 6 | Brick edging on both sides of the road with first class bricks 8 cm wide and 12 cm deep laid with mud-mortar including labour & supply of bricks finished to required template and in proper alignment and also inciuding dressing & ramming the excavated earth as directed by Engineer - in -charge. |
| 7 | 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 0.75kg/sqm usingmannual means . |
| 8 | Providing and applying tack coat with Bitumen VG_10 using bitumen pressure distributor at the rate of 0.35 kg per sqm on the preparedsurface cleaned with hydraulic broom . |
| 9 | Providinglaying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm 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 . |
| 10 | Providing and laying seal coat \"C\" Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall . |
| 11 | Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides bottom and backfilling in trenches with excavted suitable material. |
| 12 | Laying reinforced cement concrement 350mm pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar1:2 but excluding excavation,protection works,backfilling, concrete and masonary works in head walls and parapets350 mm Dia NP-3 |
| 13 | 600 mm Dia NP-3 |
| 14 | 1000 mm Dia NP-3 |
| 15 | Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed, placed in foundation and compected by vibration including curing for 14 days. |
| 16 | Brick masonary work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specification clauses 600,1202 & 1203. |
| 17 | Pointing with cement mortar (1:3) on brickwork in sub structure and super structure as per drawing and technical specification clauses 613.3,1204 and 1208.4 |
| 18 | Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure/ superstructure as per technical specification clauses 613.4& 1204 |
| 19 | MaintenanceodConstructedRoadforNextfiveyearaftertheactualdateof Complition. The Contractoe shall be paid total maintinence cost as Rs-9,60,000.00 for Five years in the form of Installments as given below.Payment Shall be Done as perP.W.D. Specification.(Rates are Including Labour Cess but Excluding GST) 1st to 2nd Year after the Actual Date of ComplitionMaintenece @ 10.0 % on (8,57,000.00) |
| 20 | 3rd Year Maintenece @ 20.0 % on (8,57,000.00) |
| 21 | 4th Year Maintenece @ 30.0 % on (8,57,000.00) |
| 22 | 5th Year Maintenece @ 40.0 % on (8,57,000.00) |
