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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 metres (i/c Labour Cess and Excluding GST) |
| 2 | Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (i/c Labour Cess and Excluding GST) |
| 3 | Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.as per drawing and technical speficiations Clauses 802,803,1202 & 1203. (i/c Labour Cess and Excluding GST) |
| 4 | Granular Sub-base with Well Graded Material (Table 400.1) (A)By Mix in Place Method 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.(i)For Grading I Material (i/c Labour Cess and Excluding GST) |
| 5 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 (in Bridge portion ) (i/c Labour Cess and Excluding GST) |
| 6 | Plain/Reinforced Cement Concrete in Sub structure complete as per Drawing and Technical Specifications. RCC Grade M25 (i/c Labour Cess and Excluding GST) |
| 7 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M25 (i/c Labour Cess and Excluding GST) |
| 8 | Supplying, fitting and placing HYSD bar reinforcement complete as per drawing and technical specifications . (i/c Labour Cess and Excluding GST) |
| 9 | Providing weep holes 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 (i/c Labour Cess and Excluding GST) |
| 10 | Drainage spouts complete as per drawing and technical specifications Clause 1209 (i/c Labour Cess and Excluding GST) |
| 11 | Protection Work Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302(i/c Labour Cess and Excluding GST) |
| 12 | Protection Work Providing and laying boulder apron and slope on rever bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specifications (i/c Labour Cess and Excluding GST) |
| 13 | Approch Road And Additional Approch Road Construction of Subgrade with Material Obtained from Borrow Pits (For Local Earth Work) 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. (i/c Labour Cess and Excluding GST) |
| 14 | Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (i/c Labour Cess and Excluding GST) |
| 15 | Granular Sub-base with Well Graded Material (Table 400.1) (A)By Mix in Place Method 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.(i)For Grading I Material.(i/c Labour Cess and Excluding GST) |
| 16 | Providing, laying, spreading Material on a prepared sub grade,adding cement @ 2% by the weight of the spread material manually mixing in place with Rotavator and compacting with Road Roller at OMC to achieve the desired unconfind compressive strength and to form a layer of Sub-base. (i/c Labour Cess and Excluding GST) |
| 17 | Providing, laying, spreading Material on a prepared sub base, cement @ 4% by the weight of the spread material manually mixing in place with Rotavator and compacting with Road Roller at OMC to achieve the desired unconfind compressive strength and to form a layer of Base. (i/c Labour Cess and Excluding GST) |
| 18 | Construction of Shoulder (Parti) 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 . (i/c Labour Cess and Excluding GST) |
| 19 | Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.35 to 0.45 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.(i/c Labour Cess and Excluding GST) |
| 20 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder 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 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 of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (I)Bitumen (S-90).(i/c Labour Cess and Excluding GST) |
| 21 | Seal CoatProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A.By Manual MeansCase - I : Type A (I)Bitumen (S-90).(i/c Labour Cess and Excluding GST) |
| 22 | 1000 mm Hume Laying reinforced cement concrement pipe 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(i/c Labour Cess and Excluding GST) |
| 23 | 350 mm Hume Laying reinforced cement concrement pipe 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(i/c Labour Cess and Excluding GST) |
| 24 | Diversion Construction of Subgrade with Material Obtained from Borrow Pits (For Local Earth Work) 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.(i/c Labour Cess and Excluding GST) |
| 25 | Laying reinforced cement concrement pipe 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 .(i/c Labour Cess and Excluding GST) |
| 26 | First Class brick on edge flooring laid dry joints sand filled including preparation of base to proper slope and its ramming and including supply of all materials, labour & T&P etc, required for proper completion of the work.AS Per SoR Item No-615 (i/c Labour Cess and Excluding GST) Please Enable Macros to View BoQ information |
