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| 1 | Construction of embanikment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, gradding to required slope and copacting to meet requirment of tables 300.1 and 300.2 with a lead up to 1000 m as per technical sification clause 301.5 |
| 2 | GSB Grading-1Construction 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 perTechincal Specification clause 401 |
| 3 | WBM Grad-2Providing, laying, spreading and compacting stone aggregates of specific sizes (45-63 mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. WBM Grading-2 as per Technical specification Clause 405 |
| 4 | WBM Grade-3Providing, laying, spreading and compacting stone aggregates of 53mm to 22.4mm sizes (Crusher broken) to water bound macadam (WBM III) 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 aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(WBM III) |
| 5 | Providing and applying primer coat with bitumen emulsion(SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg per sqm using mechanical means as per Technical specification Clause 502 |
| 6 | Providing and applying tack coat with bitumen using pressure distributor at the rate of 0.30 kg per sqm on the prepared non bituminous surface cleaned with hydrolic broom as per temechanical specificatiob clause 503. |
| 7 | 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 emuslion 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 Tehnical Specification Clause 508 |
| 8 | 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 510 |
| 9 | Brick edging on both side of road with first class brick 8 cm wide 12 cm deep as per SI No 765 |
| 10 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular \\"pits not exceeding Vi meter (20\\") in depth and earth work in embankment to be in 20 Cm. (8\\") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5 m. (5 ft) lift and 30 m. (100') lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. (100') distance as directed by the E/I. For Pateri SI No-253 |
| 11 | Providing and laying 350mm dia NP3 RCC hume pipe on first class bedding of granular material in single row i/c fixing collar with cement mortar 1:2 in all complete. MORD 1100 |
| 12 | Reinforced cement concrete M20 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 13 | Reinforced cement concrete M20 grade hectometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 14 | E/W in excavation for structures as per drawing and technical specifications Clause 305.1 including dressing of sides and bottom and back filling in trenches with excavated suitable material.300 11.1 |
| 15 | Providing concrete 1:3:6 for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 & 1203. |
| 16 | Stone masonry in cement mortar 1:4 for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 17 | Providing concrete 1:2:4 for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 & 1203 |
| 18 | Providing and laying 450mm dia NP3 RCC hume pipe on first class bedding of granular material in single row i/c fixing collar with cement mortar 1:2 in all complete. MORD 1100 |
| 19 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 |
| 20 | Construction of embanikment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, gradding to required slope and copacting to meet requirment of tables 300.1 and 300.2 with a lead up to 1000 m as per technical sification clause 301.5 |
| 21 | Supply and fixing of sign board, Please Enable Macros to View BoQ information |
