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| 1 | 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 rotavator at OMC , and compacting with vibratory rollar to achieve the desired density , complete as per clause 401 |
| 2 | 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. SI. No. - 12.04 |
| 3 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC M-30) SI.No.12.08 |
| 4 | Supplying, fitting and placing HYSD bar reinforcement in foundation comlete as per drawing and technical specifications (Foundations) SI.No.12.42 (1600) |
| 5 | Providing and laying Cement concrete wearing coat M-35 grade including reinforecement complete as per drawing and Technical Specifications SI. No-14.4 |
| 6 | Finishing walls with Premium Acrylic Smooth cxterior paint with Silicon additives of required shade New work (Two or more coats applied @ 1.43 Ltr/10sqm over and including base)SI.No.CPWD 13.47.1 |
| 7 | Filling of cartage earth (3 Km. Distance) both side of approch of the bridge and shoulder of the road including loading, unloading, ramming, dressing and leveling etc complete as per direction of Eng-in-charge. |
| 8 | Providing, laying and spreading Material on a prepared sub grade, adding cement @ 2% by weight to the spread Material Manually mixing in place with rotavator and compacting with the road roller and OMC to achieve the desired uncomfined compressive strength and to form a layer of sub-base. |
| 9 | Providing, laying and spreading Material on a prepared sub base, cement @ 4% by weight to the spread Material Manually mixing in place with rotavator and compacting with the road roller and OMC to achieve the desired uncomfined compressive strength and to form a layer of sub-base/base. |
| 10 | Providing and applying tack coat with bitumen VG-10 pressure distributor at the rate of 0.25 kg. Per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clasue 503. |
| 11 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm & 11.2 mm. aggregates either using penetration grade bitumen or emulsion to required line. Grade and level to serve as wearing coarse on a perviously prepared base, including mixing in suitable plant , laying and rolling with a three wheeled 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clasue 508. |
| 12 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C seal coat as per Technical Spefification Clause -510. |
| 13 | Bricks on edge pavement on patries with bricks laid dry, joints filled with local sand including preparation of base to proper slope and its ramming, spreading a layer of 1cm (3/8”) depth of local sand over the sub grade and including supply of all materials, lab our and T&P etc, required for proper completion of the work. SOR -763 |
| 14 | Providing Lifting Handling and Placing 900 MM NP-3 Hume Pipe in alignment, fixing, callers and filling joint with 1:2 Cement Mortar As per SOR 2021 |
| 15 | Providing & laying pitching on sloples laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawings and Technical specification MORT&H Specification 2504 sr. No.16.04 |
| 16 | Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 |
| 17 | Excavation in foundation in ordinary soil (loamclay or sand) including lift up to 1.5m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth ad directed by the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete. |
| 18 | Concrete with 4cm. gauge brick ballast, sand of 1.25 F.M. and cement in proportion of 12:6:1 in foundation and under floors including supply of all materials labour and tools and plants etc. required for proper completion for the work. |
| 19 | M-150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all material, labour and tools and plants. ect. required for proper completion of work. |
| 20 | Cement concrete with 4cm. gauge approved stone ballast, approve coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 21 | 12mm thick plaster with cement mortar in proportion of 1:4 cement and sand of 1.25 F.M. over brick work minimum thickness not be less than 10mm including supply of all materials, labour and T&P etc. required for proper completion of the work. Please Enable Macros to View BoQ information |
