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| 1 | PART-A BRIDGE WORKEarth 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 approved material. excluding GST.. |
| 2 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications 12.8 A case-II (. PCC M-15) |
| 3 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC/PCC Grade M30 using batching plant transit mixer & manual placing.12.8G Case-II PCC M-20 in foundation excluding GST.. |
| 4 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 using batching plant transit mixer & manual placing.12.8E Case-II RCC M-30 in foundation excluding GST.. |
| 5 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 using batching plant transit mixer & manual placing.14.1B Case-II RCC M-30 in Wall and slab excluding GST.. |
| 6 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 using batching plant transit mixer & manual placing.14.04 (RCC M-30 with Reinforcement) For Wearing coat excluding GST.. |
| 7 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. excluding GST..(DSR) |
| 8 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications excluding GST.. |
| 9 | Drainage Spouts complete as per drawing and Technical specification excluding GST.. |
| 10 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification excluding GST.. |
| 11 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.. excluding GST.. |
| 12 | PART -B PROTECTION WORKProviding and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification excluding GST.. |
| 13 | 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 excluding GST.. |
| 14 | PART-C - APPROCH ROAD WORKEarth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. Carted Earth up 3.0 Km excluding GST..IN APPROACH ROAD |
| 15 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. excluding GST..IN ADDITIONAL APPROACH |
| 16 | Earth work in embankment Mechanically Comacted to 95% ptoctor dencity in Ordinery soil, excavation to be done of reguler pits notexceeding 0.5mtr. In depth and work in embankment to be in 20cm. Lyer includingramming and dressing pulverization surfacing inculding supply of labour, T&P, Roller and water sprinkler etc.(S.I. No- 253(a) excluding GST.. |
| 17 | Provindin, Laying and spreading materila on a prepared surface, subgrade adding cement @ 2 per cent by weight to the spread material manually mixing in place with rotavator and compacting with the road roller at OMC to the achieve the desired unconfined compressive strength and to form a layer of sub-base. excluding GST.. |
| 18 | Provindin, Laying and spreading materila on a prepared surface, subgrade adding cement @ 4 per cent by weight to the spread material manually mixing in place with rotavator and compacting with the road roller at OMC to the achieve the desired unconfined compressive strength and to form a layer of base. excluding GST.. |
| 19 | Providing and applying tack coat with Bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. excluding GST. |
| 20 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen VG-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a HMP, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type C as per Technical Specification Clause 508. excluding GST.. |
| 21 | 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. excluding GST. |
| 22 | HUME PIPE CULVERT WORK Excavation in foundation in ordinary soil (Loam, Clay or Sand) including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. excluding GST.. |
| 23 | Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors excluding GST.. |
| 24 | Providing and laying of 40 mm gauge B/B under Hume pipe culvert foundation & road work including all materials, labour and T&P etc. required for completion of work. excluding GST.. |
| 25 | Class-150 (Non Modular) brick work in 1:3 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. excluding GST.. |
| 26 | Providing Supplying, laying and jointing RCC NP 3 Hume Pipe for culvert, with 1:2 cement mortar (1cement :2 coarse sand) excluding GST..1000 mm dia NP-3 Hume Pipe |
| 27 | Providing Supplying, laying and jointing RCC NP 3 Hume Pipe for culvert, with 1:2 cement mortar (1cement :2 coarse sand) excluding GST..600 mm dia NP-3 Hume Pipe |
| 28 | Providing Supplying, laying and jointing RCC NP 3 Hume Pipe for culvert, with 1:2 cement mortar (1cement :2 coarse sand) excluding GST..350 mm dia NP-3 Hume Pipe |
| 29 | Pointing on brick work on eadge floor with cement mortar 1:2 (1cement :2 Fine sand) excluding GST.. |
| 30 | 12mm Cement plaster with cement mortar in proportion of 1:3 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm in girth and finished even and smooth. excluding GST.. 1- Cost of Maintenance of Road for Five Years will be paid as per E.N.C. Letter no.- 3689lh0-PRMC/ewy&23-24 Dt. 17.02.2024.)2-Maintenance cost includes All material, bitumen, labour and T&P etc.3-Payment of Maintenance shall be made as per final execution of civil work which may vary from the BOQ.4- The departmental road roller if spare, shall be made available to the contractor at site @ Rs. 1609.00 per Hour including POL charges, wages of driver and cleaner. If roller is kept idle due to non-availability of material or labour, recovery @ Rs. 12872.00 per day shall be made from contractor’s bill for idle period. Please Enable Macros to View BoQ information |
