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| 1 | Excavation in soil using hydraulic excavator and tipper with disposal upto 1000 m excavation for roadwork in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in tipper, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-section and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3. (Including labour Cess Excluding G.S.T) |
| 2 | 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 Excluding G.S.T) |
| 3 | Dismantling of existing structures, like culverts, bridges, retaining wall and other structure comprising of brick masonary,including unerviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (Including labour Cess Excluding G.S.T) |
| 4 | Laying reinforced cement concrement pipe of 1000 mm Dia for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls and parapets (Including labour Cess Excluding G.S.T) |
| 5 | 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.( Including labour Cess Excluding G.S.T) |
| 6 | 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 achive the desired unconfined compressive strength and to from a layer of sub-base. (Including labour Cess Excluding G.S.T) |
| 7 | Providing, laying and spreading material on 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 achive the desired unconfined compressive strength and to from a layer of base. ( Including labour Cess Excluding G.S.T) |
| 8 | 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 Excluding G.S.T) |
| 9 | Providing and laying reinforced cement concrete M 20 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 ( Including labour Cess Excluding G.S.T) |
| 10 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. ( Including labour Cess Excluding G.S.T) |
| 11 | Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202 ( Including labour Cess Excluding G.S.T) |
| 12 | Providing weepholes 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 Excluding G.S.T) |
| 13 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 ( Including labour Cess Excluding G.S.T) |
| 14 | Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom. (Including labour Cess and Bitumen, Excluding G.S.T) |
| 15 | Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm 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 followed by seal coat . (Including labour Cess and Bitumen, Excluding G.S.T) |
| 16 | Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall . (Including labour Cess and Bitumen, Excluding G.S.T) |
| 17 | Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203 (Including labour Cess Excluding G.S.T) |
| 18 | Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure / superstracutre as per technical specification clauses 613.4 & 1204 ( Including labour Cess Excluding G.S.T) |
| 19 | Providing and Laying Brick on edge ON Prepared Surface Including Cost Of all Material LabourT&P …..etc. ( Including labour Cess Excluding G.S.T) Please Enable Macros to View BoQ information |
