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| 1 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 2 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/tractor mounted appropriate equipment 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 Specificatin Clause 401.(For Grading I Material). |
| 3 | Providing, laying & spreading material on a prepared sub grade, adding cement @ 2% by weight to the spread material manually, mixing in place with rotavator & compacting with the road roller at OMC to achieve the desired unconfined compressive strength & to form a layer of sub base.Excluding GST |
| 4 | Providing, laying, spreading Material on a prepared sub base (WBM), Cement @ 4% by weight to the spread Material manually mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer to sub-base. |
| 5 | M-150 Brick on edge pavement on parties with bricks, laid dry joints filled with local sand including preparation of base to proper slope, and its ramming, spreading layer of 1 cm. (3/8\\") depth of local sand over the subgrade and including supply of all materials, labour Tools &plants etc. required for proper completion of the work. Excluding GST |
| 6 | Providing and applying primer coat of Low Porosity with Bitumen emulsion 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 502. |
| 7 | Providing and applying tack coat with VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer/Bituminous surface as per Technical Specification Clause 503. |
| 8 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 to required line, grade and level to serve as wearing course on a previously prepared base by manual means, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades as per Technical Specification Clause 508 ( By Manual Means). |
| 9 | Providing and laying seal coat by manual means with VG-10 sealing the voids in a Bituminous surface laid to the specified levels, grade and cross fall using Type 'C' as per Technical Specification Clause 510 ( By Manual Means). |
| 10 | Construction of Patri on both side of the road with Carted Earth Cartage of Earth 5.00 Km with all lift and lead, transporting to site ,spreding grading to required slope and compacting as per SOR SI No 253 & 261 (C). complete in all respects Excluding GST. |
| 11 | Construction Of Hume Pipe Culver 350 MM Dia |
| 12 | Construction Of Hume Pipe Culver 600 MM Dia Please Enable Macros to View BoQ information |
