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| 1 | Earthwork in. excavation 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, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Clauses 11.1 |
| 2 | 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. Clauses 12.04 |
| 3 | Providing and laying Cement concrete wearing coat M-30 grade excluding reinforcement complete as per drawing and Technical Specifications Clauses 14.04 |
| 4 | Construction of Embankment with approved material obtained from borrow pits with all lifts & leads upto 2.00 km , transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Clauses 3.18 |
| 5 | Dismantling stone pitching/ dry stone spalls, 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 |
| 6 | Providing and laying filter material underneath pitching in slopes complete as per drawiing and technical specification MORTH no. 2505 |
| 7 | Relaying Pitching on slopes laid over prepared filter media including boulder apron laid dry but with available boulder & spalls in front of toe of embankment complete as per drawing and Technical specifications. |
| 8 | Providing and laying stone pitching (weighing not less than 40 kg) on slopes laid over prepared filter media including boulder apron laid dry in fornt of toe of embankment complete as per drawing and technical specification MORTH No. 2504 |
| 9 | 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 |
| 10 | Providing and laying Cement concrete 1:2:4 ( 1 cement : 2coarse sand : 4 graded stone ballast 20 mm. nominal size) including supply of all materials. labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors. |
| 11 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 12 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. (DSR 5.22.1) |
| 13 | Finishing walls with water proofing cement paint of approved make and quality on new work with two coats to give and even shade including supply of all materials, labour & T&P etc., required for proper completion of the work. (SOR 660) |
| 14 | 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 |
| 15 | 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 SI 12) |
| 16 | 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 |
| 17 | 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. |
| 18 | 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 |
| 19 | 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. |
| 20 | 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. (Lko SOR Chat. 26 Si No. 27 MoRTH - 810 (8.23)) Please Enable Macros to View BoQ information |
