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| 1 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. Including all taxes but excluding GST. |
| 2 | Brick edging on both sides of road in Ist class brick 8cm (3\\") Cm (4½\\") deep laid with mud mortar including labour and supply of bricks finished to required template proper alignment and also including dressing and ramming the excavated earth as directed by Eng.-in-charge. Deduct -10\\" mtr length for RCC Culvert slab portion (all from Ch-20 SI.No-4) |
| 3 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheeled roller to achieve the desired density, complete as per clause 401. |
| 4 | 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. |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes 22.4-53mmto 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, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification Clause 405. |
| 6 | Brick edging on both sides of road in Ist class brick 8cm (3\\") Cm (4½\\") deep laid with mud mortar including labour and supply of bricks finished to required template proper alignment and also including dressing and ramming the excavated earth as directed by Eng.-in-charge. Deduct -10\\" mtr length for RCC Culvert slab portion (all from Ch-20 SI.No-4) |
| 7 | 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 the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 excluding GST. |
| 8 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 9 | Providing, laying and rolling of open - graded premix carpet of 20 mm Average thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 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 & rolling and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.as per Technical specifications clause 508. |
| 10 | Providing and laying seal coat by Mechanical means with VG-10 grade bitumen sealing the voids in a bituminious surface laid to the specified levels grades and cross fall using Type C as per technical specification Clause 510. |
| 11 | Supply and fixing Km stone, (For Road Safety) complete as per direction of E/I. |
| 12 | Supply and fixing Hectometer stone etc (For Road Safety) complete as per direction of E/I. |
| 13 | Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. as SI 251 (Rates are including all Taxes but excluding GST)(all from Ch-4 SI.No-1) |
| 14 | Cement concrete 1:5:10(1 cement :5 C/ sand :10 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors.as per DSR |
| 15 | Brick masonry work in 1:4 cement & coarse sand mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 |
| 16 | Plastering with cement mortar (1:4), cement and coarse sand 12 mm thick on brick work in substructure as per technical specification Clauses 613.4 & 1204 |
| 17 | Providing and laying cement concrete in 1:2:4 stone aggregate 20mm nominal size and curing complete including coat of in foundation and floors as Per Ch. 5 S.No. 7 (DSR 4.1.2) |
| 18 | Supply and laying of RCC NP-3 Hume pipe including cost of all material, labour, T&P etc. complete.(Rates are including all Taxes but excluding GST) (450 mm dia) |
| 19 | Supply and Fixing of informatory Sign board Before Starting Work including Painting & Lettering etc Complete work. (Rates are including all Taxes but excluding GST) Please Enable Macros to View BoQ information |
