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| 1 | Dismantling reinforced cement concrete including stacking of material as directed by the Engineer-in-Charge within a distance of 60 meter (200 feet) including cost of all material, labour, T&P etc complete. (SI No. 694) |
| 2 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. |
| 3 | Sand filling in foundation including supply of necessary quantity of sand from a distance not exceeding 8 Kms from the side of work and including watering dressing etc. required for proper completion of work (Lead upto 30m & lift 1.5m) (S.I. No.255) |
| 4 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 5 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 using batching plant transit mixer & manual placing |
| 6 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 7 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. |
| 8 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 using batching plant transit mixer & Concrete pump |
| 9 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications |
| 10 | De-Watering by diesel pumping set of 5 HP capacity during the construction of Bridge & Culverts etc. including hire charges of pumping set and its POL, Labour and T&P etc. required for proper completion of work as directed by the Engineer-in-charge. (New Item No. 2 Chap. 19 Miscellaneous) |
| 11 | Providing and fixing of 100 mm dia partially perforated PVC pipe of approved quality in abutment, Raft foundation (to release pore pressure of soil) and wing wall for weep holes i./c supply of all material, labour, T&P and all sundries for proper completion of the work as directed by Engineer-in-charge. (material S. no. 22, chap.1) |
| 12 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per Morth Speciification 305 (3.16) |
| 13 | Providing, laying, spreading and compacting by mechanical means stone aggregates of specific size 63mm to 45mm to water bound macadam Grading 2 including spreading in uniform thickness, hand packing, rolling with three wheeled steel/vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density. |
| 14 | Providing, laying, spreading and compacting by mechanical means stone aggregates of specific size 53mm to 22.4mm to water bound macadam Grading 3 including spreading in uniform thickness, hand packing, rolling with three wheeled steel/vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density. |
| 15 | S/F Interlocking Tiles |
| 16 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Please Enable Macros to View BoQ information |
