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| 1 | Dismantling of RCC |
| 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 and backfilling with excavated surplus soil. Mechanical Means Depth upto 3 m |
| 3 | Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type |
| 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 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. |
| 6 | Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications |
| 7 | First class burnt brick work laid in cement sand mortar 1:5 in foundation & plinth |
| 8 | First class burnt brick work laid in cement sand mortar 1:5 in above plinth level up to 4 meters |
| 9 | Centering and Shuttering for slab culvert upto 3 mtr span |
| 10 | Reinforced cement concrete M-25 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 11 | Reinforced cement cocrete M-25 with mechnically mixed and vibrated with needle vibrator but excluding steel reinforcement, centering and shuttering in super structure |
| 12 | Cold twisted deformed Bars, for RCC works, including binding and placing in position complete. |
| 13 | Cement Pointing 1:2 deep variety |
| 14 | Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects |
| 15 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification Using Batching Plant, Transit Mixer and Concrete Pump. |
| 16 | Crash Barrier for Bridge (Height 1100 mm) as per details given IRC-5 (fig.-2) (Area-0.298 Sqm. for 1 meter length |
| 17 | Steel Reinforcement in slab(total quantity as per IRC SP-13 = 4.581 tn for one span |
| 18 | Cement pointing 1:3 deep variety |
| 19 | Stone pitching top coping only |
| 20 | 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. |
| 21 | Construction of granular sub-base by providing coarse graded material grading-I, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications |
| 22 | Providing, laying, spreading and compacting stone aggregates of Grading I 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 (ii) Without Screening |
| 23 | Providing and laying brick on end edging 6.83 cm wide, 11.11 cm long and 22.86 cm high half brick deep including excavation refilling and disposal of surplus earth up to 50 mtr complete in all respects as per PWD specifications. |
| 24 | 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 (ii) Without Screening |
| 25 | Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications |
| 26 | Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications |
| 27 | 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-10 @ 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 |
| 28 | Providing and laying of premix sand seal coat premixed in Continuous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-10 @ 0.68kg per sqm, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications) |
| 29 | Cancer Cess @ 1.00% Please Enable Macros to View BoQ information |
