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| 1 | Earth work in cartage of earth form 5 k.m. outside including excavation and loading unloading and cartage of side and ramming and dressing etc, as per dorected by the e.i. |
| 2 | 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 3 | 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 0.6 to 1-0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 4 | Providing and applying tack coat with bitumen VG-10 grade using bitumen distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 5 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness by Machenical means composed of 13.2 mm to 5.6 mm aggregates using VG-10 Grade Bitumen bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a hotmix 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 as per Technical Specification Clause 508. |
| 6 | Providing and laying seal coat by machenical 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 by hotmix |
| 7 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 (1:1.5:3) coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels.rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints as per norms, applying debonding strips primer, sealant, dowel bars, near approaches to bridge/ culvert and construction, joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (Where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 including Cost of Polythene Sheet and Dowel bar and also including complete shifting of matrials & Concrete etc. (M-30). Chapter No. 20 item no. 9(1) |
| 8 | Supplying & Fixing of retro reflective sign board with a corrosion resistant 4 mm thick aluminium composite panel (HIP type IV) as per approved design & drawing. Retro Reflective (HIP type IV) sign board warranty upto 7 years. Rate includes fabrication, supply of materials, transportation and erection of the signage structure for proper completion of work. |
| 9 | PART-B The routine maintenance of above road work Including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion date and ends after five years.( Including cost of material T&P labour but excluding GST) for 1st year maintenance cost Rs 27.27 Lacs @ 0.0% |
| 10 | The routine maintenance of above road work Including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion date and ends after five years.( Including cost of material T&P labour but excluding GST) for 2nd year maintenance cost Rs 27.27 Lacs @ 0.25% |
| 11 | The routine maintenance of above road work Including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion date and ends after five years.( Including cost of material T&P labour but excluding GST) for 3nd year maintenance cost Rs 27.27 Lacs @ 0.50% |
| 12 | The routine maintenance of above road work Including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion date and ends after five years.( Including cost of material T&P labour but excluding GST) for 4nd year maintenance cost Rs 27.27 Lacs @ 0.75% |
| 13 | The routine maintenance of above road work Including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion date and ends after five years.( Including cost of material T&P labour but excluding GST) for 5nd year maintenance cost Rs 27.27 Lacs @ 1.00% Please Enable Macros to View BoQ information |
