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| 1 | Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 2 | Granular Sub-base with Well Graded Material (Table 400.1):- 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.(i) For Grading I Material. I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 3 | W B M Grade-2 Providing Laying Spreading and Compacting Stone aggregates of specific sizes to water bound macadem 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 aggregates, watering and compacting to the required density grading 2 as per Technical Clause 405(2) I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 4 | WBM G3 Providing, laying, spreading and compacting stone aggregates of 22.4-53mm 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 to fill-up the interstices of coarse aggregates, watering and compacting to the required density grading 3 as per Technical Clause 405(3)) I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 5 | Tack Coat : Providing and applying Tack coat with bitumen VG-10 using Bitumen distributor at the rate of 0.30 kg per sqm on Primed/Granular surface cleaned with Hydraulic broom as per Technical Specification Clause 503 I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 6 | 20 mm thick Open-Graded Premix Carpet using Bituminous :- 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 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 of Type-C as per Technical Specification Clause 508. I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 7 | Seal Coat : Providing, laying seal coat sealing the voids in a bitumenious surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510. I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 8 | CEMENT CONCRETE PAVEMENT(C.C ROAD):- construction of un-reinforced plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade) (1:1.5:3) coarse and fine aggregates conforming to IS 383 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side from work (steel channel laying and fixing of 125 micron thick plastic sheet, wedges steel plates including levelling the form work as per drawing) spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continuous opration including provision of contraction and expansion construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. I/C cost of material, labour, T&P and all Taxes but Excluding GST |
| 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 as per Technical Specification Clause 303.1 I/C cost of material, labour, T&P and all Taxes but Excluding GST Please Enable Macros to View BoQ information |
