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| 1 | Dewatering during construction C.C. & R.C.C. work in foundation including supply of Diesel pumps with operater with POL Etc. Complete. |
| 2 | Earth work in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stups and other deleterious material and disposal up to a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 3 | Sand Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 |
| 4 | Providing Concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203 (PCC, Grade-M-20) |
| 5 | RCC, M-20, Providing concrete Plain/Reinforced Cement Concrete in open foundation complete as per Drawing and Technical Specifications. Clause 802-803-1202 &1203 |
| 6 | RCC, M-25Providing concrete Plain/Reinforced Cement Concrete in open foundation complete as per Drawing and Technical Specifications. Clause 802-803-1202 &1203 |
| 7 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in Substructrue complete as per drawing and Technical Specifications Clauses1002,1005, 1010 and 1202 |
| 8 | Providing and laying filter media with granular crushed aggregades as per specification to a thickness of not less than 600 mm Clause 1204.3.8 |
| 9 | Providing weep holes in Brick asonry/ plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV : 20H towards drawing face. Complete as per drawing and Technical specifications |
| 10 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and Technlcal Specification Clauso 1302 |
| 11 | Construction of embankment 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. |
| 12 | 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. |
| 13 | Providing, laying, spreading and compacting stone aggregates of 45-63.mm 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 / blinding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density grading-II as per technical specification clause 405 |
| 14 | Providing, laying, spreading and compacting stone aggregates of 22.4-53mm 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 to fill up the interstices of coarse aggregates, watering and compacting to the required density grading-III as per technical specification clause 405 |
| 15 | Prime Coat 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 to 1.00kg/sqm using mannual means. Clause 502 |
| 16 | Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical pecification Clause 503. |
| 17 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding laying & rolling of open graded premix carpet of 20 mm 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 and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat . Technical sepecification Claues 508 |
| 18 | Providing and laying seal coat by manual means with VG-10 grade Bitumen 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 |
| 19 | Supply of 1000 mm dia NP-3, S&S Hume Pipe including cartage upto site laoding, unloading and all Taxes etc. SOR SI No 11Non Sch. Chapter 20 Road Work |
| 20 | Providing and Erecting a W-matel beam crash barrier Please Enable Macros to View BoQ information |
