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| 1 | Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc. |
| 2 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 3 | First class brick masonary 229 mm thick laid in cement sand mortar 1.6 in foundation and plinth including supply recarriage of bricks cement . |
| 4 | 10mm thick cement plaster 1.4 on sides walls (-) Rs.1.25/- for scaffolding. |
| 5 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement |
| 6 | Lowering, jointing of RCC NP-2 plain end pipes mm dia 900 mm laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect |
| 7 | Wrought Iron and mild steel ladders, framed grills, grating etc. complete fixed in position in D-tank |
| 8 | Centreing &shuttering for Concerte faces |
| 9 | Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications |
| 10 | Water Bound Macadam Grading II (without screening for low volume Roads/undersigned Roads). Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications |
| 11 | Tack Coat @ 1.00 Kg per sqm ( for WBM patches where surface dressing not applied), Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 1.00 kg per sqm on the prepared granular surface after cleaning the surface complete as per technical specifications |
| 12 | Providing laying and compaction of Open-Graded Premix Surfacing 20mm thickness. Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-30 @ 1.46kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications. |
| 13 | Seal Coat Type B.Providing and laying of premix sand seal coat premixed in Continuous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-30 @ 0.68kg per sqm, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications Please Enable Macros to View BoQ information |
