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| 1 | A-BOX CULVERT : 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 approved material. As per technical Specification Clause 304 of MORTH. |
| 2 | Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 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. |
| 4 | Plain / Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications Clause 1500, 1700 & 2100 of MORTH. RCC Grade M30 |
| 5 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per drawing and technical specifications Clause 1600 of MORTH. |
| 6 | Plain / Reinforced Cement Concrete in Substructure etc complete as per Drawing and Technical Specifications Clause 1500, 1700 & 2200 of MORTH. RCC Grade M30 |
| 7 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Sub Structure complete as per drawing and technical specifications Clause 1600 of MORTH. |
| 8 | Plain / Reinforced Cement Concrete in Open Super Structure complete as per Drawing and Technical Specifications Clause 1500, 1700 & 2100 of MORTH. RCC Grade M30 |
| 9 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Super Structure complete as per drawing and technical specifications Clause 1600 of MORTH. |
| 10 | Providing and laying Cement concrete wearing coat M-25 grade including reinforcement complete as per drawing and Technical Specifications Clause 2702 & 1600 of MORTH.. |
| 11 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications Clause 2706 & 2200 of MORTH. |
| 12 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. |
| 13 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Clause 2700 of MORTH. |
| 14 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Clause 1500, 1600, 1700 & 2704 of MORTH. |
| 15 | 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 Clause 2503 of MORTH. |
| 16 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 17 | 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 |
| 18 | PART \\"B\\"Approach Road : Construction of Embankment with approved material obtained from borrow pits with all lifts upto 1.50 m tramsporting to site, spreading, grading to required stope and compacted to meet requirement of Table 300.1 and 300.2b with lead upto 1000 m as per Technical Specification Clause 301.50 |
| 19 | Providing, laying and sperading 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 at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base. |
| 20 | Providing, laying, spreading on a prepared sub base, cement@4% by weight to the spread material manully mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base. |
| 21 | Providing and applying tack coat with Bitumen (VG-10) using bitumen distributor at the rate of 0.35 kg per SQM on the surface treated with primer cleaned with Hydraulic broom as per Technical Specification Clause 503. (Including cost of Bitumen VG-10) |
| 22 | Providing, laying and rolling of open-graded premix carpet of 20 mm average thickness composed of 13.2 mm to 5.6 mm aggregates VG 10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, 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. (Including cost of Bitumen VG-10) |
| 23 | 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. (Including cost of Bitumen VG-10) |
| 24 | 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 |
| 25 | E/W in excavation in foundation in ordinary soil including lift 1.50 mtr and lead up to 30 mtr and including filling watering ramming of excavated earth into the trenches or into the space of between the building and side the foundation trench or into the plinth and removal and disposal of surplus earth as per direction by E/I as per S.I. No. 251 |
| 26 | 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. |
| 27 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. |
| 28 | Pointing with cement mortar (1:3 ) on brick work in substructure & Super Structure as per Technical Specifications |
| 29 | Supply & Laying of NP3 hume pipe including fixing of collar with 1:2 cement mortar as per MORD/ MORTH specification |
| 30 | E/W in excavation in foundation in ordinary soil including lift 1.50 mtr and lead up to 30 mtr and including filling watering ramming of excavated earth into the trenches or into the space of between the building and side the foundation trench or into the plinth and removal and disposal of surplus earth as per direction by E/I as per S.I. No. 251 |
| 31 | Concrete with 4 cm gauge brick ballast, fine sand of 1.25 fineness modulus and cement in proportion of 1:4:8 in foundation and under flooring supply of all materials, labour and T&P etc. requuired for propar completion of the work as per Sl.No. 275. |
| 32 | Supply & Laying of 15mm brick ballast mixed with sand below pipe as bedding in 15cm thickness and in haunch of pipe upto 1/10 of outer dia pipe. |
| 33 | Clas-150 brick work with 1:4 cement and coarse sand in foundation and plinth including supply of all materials labour and T&P etc. Requuired for proper completion of work as per S.No. 305(b) |
| 34 | Struck pointing in 1:2 cement & fine sand mortar on brick work including supply of all materials, labour and T&P etc Requuired for proper completion of work as per S.I No. 574. |
| 35 | Concrete with 20 mm gauge approved stone grits in the proportion of 1:2:4 including supply of all materials labours and T&P etc. Required for completion of the work as per S.No. 279(B). Top surface finised with cement |
| 36 | 12mm thick plaster with cement mortor with cement and coarse sand of mortor in 1:3 SI.No. 583 |
| 37 | Colour washing |
| 38 | Lettering and painting of culvert no. Plate 30x30cm of standard size with two coats of approved synthetic enamel paint and lettering as per PWD maintenance manual including cost of all materials, labour T&P etc. complete. |
| 39 | Providing and fixing of informatory sign board of MS Plates of 1.6mm thick size 1200 x 900 duly welded on angle iron frame 45x45x5 with cross legged flat iron of 35x6mm duly welded for gross support of vertical angle iron post of 3 meter height. Lower end of vertical support will be welded to 2 No 75x75mm of 12 SWG sheet duly embedded in cement concrete in M-15 grade blocks of 450x450x600mm, 600 below ground level. All MS will be stove enameled on both sides, Lettering and printing arrows, boarder etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and plates will be painted with primer and two coats of epoxy paint as er drawing clause-1701 and Annexure 1700.1 Please Enable Macros to View BoQ information |
