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| 1 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification, Grading-2, including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density, to meet requirement of table No. 400-9 of MORTH specifications, as per MORTH Specifications section 400 complete in all respects. |
| 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 3 wheeled steel/ vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. |
| 3 | Providing and applying primer coat with SS1 grade bitumen emulsion 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. Including cost of Emulsion. |
| 4 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25kg per sqm on the prepared bituminous surface cleaned with mechanical broom. Including cost of Bitumen. |
| 5 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregatesusing Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. Including cost of Bitumen. |
| 6 | Providing and laying of premix sand seal coat of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. Including cost of Bitumen. |
| 7 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement (PQC M-30) over a prepared sub base with approve grade cement PQC M30 with @ 400 kg of cement per cum, mini., coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished In continuous operation including provision of contraction, expansion, construction and longitudinal Joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tle rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per MORTH specifications Section 600 / Clause 602 complete in all respects |
| 8 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m. As per MORTH specifications Section 301 (3.6) complete in all respects |
| 9 | Concrete with 4cm(1½\"). Gauge brick ballast, fine sand of 1.25 fineness modulous and cement in proportion of 8:4:1 in foundation and under floor, including supply of all material Iabour and T&P etc.required for proper completion of the work. SOR 275 |
| 10 | First class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. SOR 305 |
| 11 | 12 mm thick plaster with cement and approved coarse sand in proportion of 1:4 over brick work minimum thickness not to be lass than 10 mm thick including supply of all materials, labours and T&P etc. required for proper completion of the work. SOR 584 |
| 12 | 2 CM 3/4\" thick damp proof coarse with cement and. approved coarse sand 1:2 and including water proofing materials as ordered by the Engineer-in-Icharge in the proportion as specified by the manufactuers including supply of all materials, labour and T&P etc. required for proper completion of the work and including proper curing and shuttering as necessary. SOR 360 |
| 13 | Cement concrete with 4 cm. (1½\") gauge approved stone, ballast, approved coarse sand and cement in the proportionof 3:1.5:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. SOR 279(i) |
| 14 | R.C.C. work with cement approved coarse sand and 2 cm (3/4\") gauge approved stone ballast in the proportion of 1:2:4 in slab excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.l. binding wire and includuing Necessary centering and shuttering etc.and also including supply of all materials, labour and T&P etc. required for proper completion of the work. Binding wire cost being included in the item. SOR 284 |
| 15 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement (Sail/Tata/JSPL) in Foundation complete as per Drawing and Technical Specifications section 1600 complete in all respects. |
