|
| 1 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m lead upto 50 m as per technical specification clause 302.3 |
| 2 | Earthwork in cutting or embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 50 cms in depth & earth work in embankment to be in 20 cms layers, including ramming and dressing the surface to required levels & slopes and also including 1.5m lift and 30mts.lead.The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by E/I |
| 3 | Earthwork in cutting or embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 50 cms in depth & earth work in embankment to be in 20 cms layers, including ramming and dressing the surface to required levels & slopes and also including 1.5m lift and 30mts.lead.The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by E/I) For Patari Work |
| 4 | 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 work. as per Technical Specification. |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes 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, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading- 2 as per Technical Specification Clause 405. |
| 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading -3 as per Technical Specification Clause 405. |
| 7 | Brick edging on both sides of the road of first class (M150) brick on edge laid with mud mortar including labour and supply of bricks finished to the required templete and in proper alignment and also including dressing and rammming the excavated earth as directed vy the Enginneer-in-charge . SOR no.765 |
| 8 | 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 rate of 0.70 Kg/Sqm using mechanical means as per Technical Specification Clause 5.1-502. |
| 9 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of0.25kg per sqm on the prepared bituminous surface cleaned with mechanical broom.As Per Technical specification. |
| 10 | 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 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 Type as per Technical Specification Clause 5.9-508. |
| 11 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 5.12-510. |
| 12 | PCC 1:4:8 nominal mix in foundation 4 cm gauge .as per Mord specification complete in all respects |
| 13 | Brick masonry work in 1:3 cement mortar in foundation & sub-structure complete excluding pointing and plastering as per drawing and technical specifications. |
| 14 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row.....as per Mord specification. |
| 15 | Pointing with cement mortar (1:2)on brickworkas per drawing and technical specification Clauses 613.3 and 1204 |
| 16 | Plastering with cement mortar (1:4) 15mm thickin Subsstructure as per drawing and technical specification Clauses 613.4 and 1204 |
| 17 | First Year Maintainance (@0% of Total Work Amount of S.No. 1 to S.No.16) |
| 18 | Second Year Maintainance (@0.75% of Total Work Amount of S.No. 1 to S.No.16) |
| 19 | Third Year Maintainance (@1.5% of Total Work Amount of S.No. 1 to S.No.16) |
| 20 | Fourth Year Maintainance (@2.25% of Total Work Amount of S.No. 1 to S.No.16) |
| 21 | Fifth Year Maintainance(@3.0% of Total Work Amount of S.No. 1 to S.No.16) |
