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| 1 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (RCC) |
| 2 | Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (Brick) |
| 3 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 4 | 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 vibratory roller to achieve the desired density, complete as per clause 401. |
| 5 | Providing concrete for plane / reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803and1202,1203 of M10 |
| 6 | Providing concrete for plane / reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803and1202,1203 of M20 |
| 7 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 M-20 |
| 8 | Providing concrete for plane / reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803and1202,1203 of MoRD RCC grade M-25. |
| 9 | Providing concrete for plane / reinforced concrete in Sub structure complete as per drawing and technical specification clause 802,804,805,806,807and1202,1204 of MoRD RCC grade M-25. |
| 10 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification clauses 800,1205.4and1205.5 of MoRD RCC grade M-25. |
| 11 | Supplying, fitting and placing HYSD bar reinforcement complete in foundation as per drawing and technical specification clauses 1000 and 1202 . |
| 12 | Supplying, fitting and placing HYSD bar reinforcement complete in sub structure as per drawing and technical specification clauses 1002,1005,1010 and 1202 . |
| 13 | Supplying, fitting and placing HYSD bar reinforcement complete in super structure as per drawing and technical specification clauses 1002,1010 and 1202 . |
| 14 | Drainage Spouts complete as per drawing and Technical specification |
| 15 | Providing weep holes in Brick Masonary/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:20 H towards drawing foce. complete as per drawings and Technical Specifications |
| 16 | Providing and laying Cement Concrete, in wearing course M-30 grade including Reinforcement complete as per Drawing and technical specification clauses800, &1206.3 of MoRD . |
| 17 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . |
| 18 | Construction of embankment with material obtain from barrow pit with alift upto 1.5 meter transporting to site spreading,grading to required slope and compacting to meet requirement of table 300.1 &300.2 with lead upto 1000m as per technical specification clause301.5. |
| 19 | 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 at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base. |
| 20 | 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 at OMC to achieve the desired unconfined compressive strength and to form a layer of base. |
| 21 | Providing and applying tack coat with BitumenVG-10 using bitumen distributor at the rate of 0.35 kg. per Sqm on the prepared old nonbituminous surfaces treated with Hydraulic broom as per Technical Specification Clause 503 also including cost of emulsion, labour T&P etc. required for proper completion of the work as per direction by Engineer In charge. |
| 22 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness compesed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 following by Seal Coat of either Type-C as per Technical Specification Clause 508 Mord (including 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 Mord(including bitumen VG-10) |
| 24 | Construction of subgrade earthen shoulder approved material obtained from borrow pits with all lifts lead transportaing to site spreading grading required slop and compacted to meet requirment of table 300.2 with lead up to 1000 mtr as per techanical specification |
| 25 | Providing and laying boulders apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fregment weighing not less than 25 kg , laid dry complete as per drawing and Technical specification. Clause 1301 |
| 26 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 |
| 27 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 |
| 28 | 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 |
| 29 | Providing and laying reinforced cement concrete pipe NP3 for culvert on first class beeading of granular material including fixing with cement mortar 1:2 but excluding excavation ,protection works, backfilling ,concrete and masonry works in lead in head wall and parapets clause 1106 .1000 mm dia |
| 30 | Laying brick soling layer on prepared sub-grade with brick on end edging according 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 soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 |
| 31 | 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. |
| 32 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 33 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M-20) |
| 34 | Supplying, fitting and placing HYSD bar reinforcement complete in sub structure as per drawing and technical specification clauses 1002,1005,1010 and 1202. (for K.C. Drain) Please Enable Macros to View BoQ information |
