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| 1 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres asper. |
| 2 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Clause 304 |
| 3 | Construction 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 per Technical Specification Clause 401. |
| 4 | Plain cement concrete 1:3:6 norminal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. Clause 2100 |
| 5 | Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. M 15 GRADE Clause 1500, 1700 & 2100 Case-II |
| 6 | Furnishing and Placing Reinforced/ Prestressed cement concrete in M25 Sub-structure as per drawing and Technical Specification. Clause 1500,1700 & 2100 |
| 7 | Furnishing and Placing Reinforced/ Prestressed cement concrete in M25 Super-structure as per drawing and Technical Specification. Clause case II 1500,1700 & 2100 |
| 8 | Providing and laying Cement concrete wearing coat M-30 grade reinforcement complete as per drawing and Technical Specifications Clause 2702 |
| 9 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications Clause 1600 |
| 10 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Clause 710.1.1of IRC: 78 and 2504.2 |
| 11 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications Clause 2706 & 2200 |
| 12 | Furnishind & fixing of Drainge Spouts or drainage pipe 100 mm dia in Bridge Deck as per specification Clause 2705 |
| 13 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Clause 2503 |
| 14 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 710.1.4 of IRC: 78 & 2200 B |
| 15 | 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 1000 m as per Technical Specification Clause 301.5 |
| 16 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. |
| 17 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Three wheel Static roller 8-10 tonnes 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 |
| 18 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Three wheel Static roller 8-10 tonnes 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. |
| 19 | Brick edging on both side of road of 1st class brick 8 cm. (3\\") wide and 12 cm. (4.5) deep laid with mud mortar all labour finished to the required template and in proper alignment and also including dressing and ramming the excavated earth including all labour, T&P sudries required for proper completion of work material. (SOR) |
| 20 | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical specifications Clause 502 |
| 21 | Providing and applying tack coat with Bitumen VG-10 using at the rate of 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 22 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades to be followed by a seal coat of either Type c as per technical Specication clause 508 |
| 23 | 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. |
| 24 | Providing concrete for plain/reinforced concrete (1:3:6) in open foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203 |
| 25 | Brick masonry work in cement mortar (1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 |
| 26 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 |
| 27 | Providing and laying reinforced cement conrete pipe (900mm HP) NP3 for culverts o first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry work in head walls and parapets Clause 1106. |
| 28 | Providing and laying reinforced cement conrete pipe (600mm HP) NP3 for culverts o first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry work in head walls and parapets Clause 1106. |
| 29 | Providing and laying reinforced cement conrete pipe (350mm HP) NP3 for culverts o first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry work in head walls and parapets Clause 1106. |
| 30 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 31 | Type - A, \\"W\\" : Metal Beam Crash Barrier Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810. (MoRTH - 810 (8.23)) |
| 32 | Providing & fixing Km stone, Hectometer stone etc. complete |
| 33 | Providing & fixing of sign Board etc. complete Please Enable Macros to View BoQ information |
