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| 1 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. |
| 2 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 3 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 5000 m as per Technical Specification Clause 301.5 |
| 4 | Providing concrete Nominal mix 1:5:10 for Cement concrete (1 Cement : 5 Coarse sand : 10 Stone Aggregate ) in open foundations complete as per drawings and technical specifications |
| 5 | 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. |
| 6 | 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. |
| 7 | 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. |
| 8 | 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) |
| 9 | 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 |
| 10 | Providing and applying tack coat with Bitumen (VG 10) using Bitumen pressure 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. |
| 11 | 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. |
| 12 | 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. |
| 13 | Brick soiling with straight overburnt bricks laid flat including preparation of subgrade to required camber and including supply of bricks, filling joints with local earth spreading a blind coat of 1cm(3/8\\") depth of local earth or sand over the entire surface and including labours T&P etc required for proper completion of work. |
| 14 | Providing and Laying of I-Shaped Precast Interlocking Tiles Concrete Block Pavements having thickness 80 mm(Grey) compressive strength not less than 30Mpa and weight 4.50Kg including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work as per drawings and Technical Specification Clause 1504. |
| 15 | Earthwork in excavation in ordinary soil 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, for depth up to 1.5m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 16 | Providing concrete for reinforced/plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M-10 (1:3:6) |
| 17 | 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 |
| 18 | Providing concrete for plain cement concrete of Nominal mix (1:2:4) with cement, coarse sand and stone aggregate in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (iii) |
| 19 | 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 |
| 20 | Providing concrete for reinforced cement concrete of Nominal mix (1:1.5:3) with cement, coarse sand and stone aggregate in open foundations complete and excluding reinforcement as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (V) |
| 21 | TMT Bar Reinforcement Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 22 | Painting lines, dashes, arrows, etc. on roads with 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 in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per IRC:35-2015 and Technical Specification Clause 1702 |
| 23 | Supply and laying of RCC NP-4 Hume pipe including cost of all material, labour, T&P etc. complete.(Rates are including all Taxes but excluding GST) (450 mm dia) |
| 24 | Reinforced cement concrete M15 grade KILOMETER STONE of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 25 | Reinforced cement concrete M15 grade HECTOMETER STONE of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 26 | 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 |
