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| 1 | Dismantaling of existing structure like culverts bridges retaining walls and other structure comprising of masonary cement concrete wood work steel work including T & P and scaffolding wherever necessary sorting the dismantled material disposal of unserviceable and stacking the serviceable material with all lead of 1000 metres (Including Bitumen & Labour Cess but Excluding G.S.T.) For Bridge Dismantaling work |
| 2 | 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 (Including Labour Cess but Excluding G.S.T.) For Bridge work |
| 3 | 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. (Including Labour Cess but Excluding G.S.T.) For Bridge work |
| 4 | sand Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 (Including Labour Cess but Excluding G.S.T.) For Bridge work |
| 5 | Furnishing and placing reinforced cement concrement in super structure as per drawing and Technical Specifications Clause 800,1205.4 and 1205.5 RCC Grade M 30 (Including Labour Cess but Excluding G.S.T.) For Bridge work |
| 6 | Supplying fitting and placing mild bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202 (Including Labour Cess but Excluding G.S.T.) For Bridge work |
| 7 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 (Including Labour Cess but Excluding G.S.T.) For Bridge work |
| 8 | Drainage Spouts complete as per drawing and Technical specification (Including Labour Cess but Excluding G.S.T.) For Bridge work |
| 9 | Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm. (Including Labour Cess but Excluding G.S.T.) For Bridge work |
| 10 | Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. (Including Labour Cess but Excluding G.S.T.)For PROTECTION WORK |
| 11 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification (Including Labour Cess but Excluding G.S.T.)For PROTECTION WORK |
| 12 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications (Including Labour Cess but Excluding G.S.T.)For PROTECTION WORK |
| 13 | Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 (Including Labour Cess but Excluding G.S.T.)For Diversion work |
| 14 | Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . (Including Labour Cess but Excluding G.S.T.) For Diversion work |
| 15 | Laying brick soiling on prepared subgrade with brick on end edging acording to lines graded and cross section shown on the drawing filling joints with sand and earth spreading 25 mm thick layer of earth over brick soiling watering and roiling the same three wheeled road roller 80-100 kn and technical specification 412 (Including Labour Cess but Excluding G.S.T.)For Diversion work |
| 16 | Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 (carted earth) (Including Labour Cess but Excluding G.S.T.)For APPROACH ROAD |
| 17 | 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 (Including Labour Cess but Excluding G.S.T.)For APPROACH ROAD |
| 18 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (Including Labour Cess but Excluding G.S.T.)For APPROACH ROAD |
| 19 | Providing, laying, spreading and compacting graded stone aggregate, Cement @ 1%, Bitumen Emulsion @ 3.5% to wet mix macadam specification including premixing the Material with water & Cement at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with Paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Including Emulsion & Labour Cess but Excluding G.S.T.)For APPROACH ROAD |
| 20 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.(Including Bitumen & Labour Cess but Excluding G.S.T.)For APPROACH ROAD |
| 21 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects (Including Bitumen & Labour Cess but Excluding G.S.T.)For APPROACH ROAD Please Enable Macros to View BoQ information |
