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| 1 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the regular pits not exceeding 0.5m in depth and earth work in embankment to be in 20cm layers, including ramming and dessing the surface to requied levels & slopes& also inclulding 1.5 lift & 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the engineer encharge. as per S.I. No.-253(b) with mechanically compacted 95% proctor's density |
| 2 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 3 | Granular sub-base/base/surface course 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 wheeld roller to achieve the desired density, complete as per Technical Specification clause 401. |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes 45mm to 63mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller 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 2 as per Technical Specification Clause 405 |
| 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 material to fill up the interstics of coarse aggregate, watering and compacting to the required dencity . Grading 3 as per technical specification clause 405. |
| 6 | 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 0.85 kg per sqm using mechanical means AS PER Technical Specification Clause 502 but excluding GST. |
| 7 | Providing and applying Tack coat with bitumen VG-10 using bitumen pressure distributor @ 0.275 kg. per Sqm. On the prepaired dry and hungry bituminous surface cleaned with Hydaulic broom as per Technical Specification Clause 503 but excluding GST. |
| 8 | Providing,laying and rolling of open graded P.C. of 20mm thickness composed of 13.2mm to 5.6mm aggregates eigher using penetration grade bitumen or emulsion to required line grade and level to serve as wearing course on a previouslyprepared base i/c mixing in a suitable plant, laying and rolling with a three wheeld 80-100 kN static roller capacity, finished to required level and gredes to be followed by seal coat as per Technical Specification Clause 508 but excluding GST. |
| 9 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 but excluding GST. |
| 10 | Brick on edge lining on both side of road with M-150 bricks laid with mud mortar including cost of all material labour and T&P etc required for proper completion of the work (S.I. No. 765). |
| 11 | Providing and laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawing and Technical Specification Clause 1504. |
| 12 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 13 | Reinforced cement concrete M15 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 (Ordinary Kilometer Stone (Precast)) |
| 14 | (i) Ordinary Kilometer Stone (Precast) |
| 15 | (ii) 200 m stone (precast) |
| 16 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.As per Reference to MORD Serial no.8.13 & Specifications 803. |
| 17 | Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 |
| 18 | Concrete with 4cm gauge brick ballast, fine sand and cement in proportion of 12:6:1 in foundation and under floors including supply of all materials, labour, T&P etc. required for proper completion of Work . (Rampur SOR Ch-5 S.No.- 273) |
| 19 | Concrete with 4cm gauge brick ballast, fine sand and cement in proportion of 8:4:1 in foundation and under floors including supply of all materials, labour, T&P etc. required for proper completion of Work . (Rampur SOR Ch-5 S.No.- 275) |
| 20 | Brick masonry work in 1:4 ement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 |
| 21 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 22 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (P.C.C grade M 20) |
| 23 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (R.C.C grade M 20) |
| 24 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 25 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.(P.C.C grade M 10 Nominal Mix 1:3:6) |
| 26 | Brick masonry work in 1:3 ement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 |
| 27 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 |
| 28 | Providing laying and fixing of 600 mm dia NP-3 Class Spigot Hume pipe |
| 29 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc as per technical specification clause 1915 |
| 30 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 |
| 31 | Construction of information piller in brick work with Black Granite stone(2x3) size with B/W in 1:4 in 1.20m.wide wall,23 to 35 cm thickness & 1.35m. Height above G.L. with plaster in 1:4 as per drawing attached I/C digging & painting of letters ,snowcem two coats & I/C all materials,Labour &T&P etc. Complete. Please Enable Macros to View BoQ information |