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| 1 | Earth Work in excavation for structure as per drawing and technical specifications Clause 305.1 including setting out, Construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable. |
| 2 | Sand filling in foundation trenches as per drawing and technical specification Clause 305.3.9 |
| 3 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clasuse 802,503,1202,1203 (M 15) |
| 4 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clasuse 802,503,1202,1203 (M 25) |
| 5 | Providing concrete for plain/reinforced concrete in Sub Structure complete as per drawing and technical specification Clasuse 802,503,1202,1203 (M 25) |
| 6 | Providing concrete for plain/reinforced concrete in Super Structure as per drawing and technical specifications Clasuse 800, 1205.4 and 1205.5 (M 25) |
| 7 | Supply, fitting and placing HYSD bar reinforcement in foundation complete as per Drawing and technical Specification Clause 1000 and 1202 |
| 8 | Supply, fitting and placing HYSD bar reinforcement in Sub structure complete as per Drawing and technical Specification Clause 1002, 1005, 1010 & 1202 |
| 9 | Supply, fitting and placing HYSD bar reinforcement in Super structure complete as per Drawing and technical Specification Clause 1002, 1010 & 1202 |
| 10 | Plain/Reinforceed cement concrete in Wearing Course M-30 grade concrete including Reinforcement complete as per drawing and rechnical specifications clause 800,1206.3 of MORD |
| 11 | Providing weepholes in brick masonry/stone 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 1 (V) : 20 (H) twowards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 12 | Earth Work in excavation for structure as per drawing and technical specifications Clause 305.1 including setting out, Construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable. |
| 13 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clasuse 802,503,1202,1203 (M 10) |
| 14 | Providing & Laying of boulder apron for bed protection with Stone boulders of minimum size and weight as per table 1300.1 no fragment weighing not less than 25 kg, laid dry complete as per drawing and technical specification Clause 1301, |
| 15 | Backfilling behind Abutment Wall and Return wall complete as per Drawing and Technical specification clause 1204.3.8 of MORD |
| 16 | Providing & Laying Filter material underneath Pitching in slopes complete as per drawing and technical specification |
| 17 | Providing & Laying Pitching on slopes laid over prepared filter mediya including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specification |
| 18 | Construction of embankment with approved material diposited at side from road way cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification Clause 301.5 |
| 19 | 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. |
| 20 | Supply & laying of 1000 mm dia hume pipe colvert. |
| 21 | Construction of embankment with approved material diposited at side from road way cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification Clause 301.5 |
| 22 | 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. |
| 23 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. |
| 24 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 25 | Providing and applying primer coat with emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 26 | Providing and applying tack coat with Bitumen (VG-10) using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 27 | 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 as per Technical Specification Clause 508 |
| 28 | 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 |
| 29 | Brick edging 7 cm wide on both sides of the road With Staraight over burnt bricks complete as per PWD specification no. 20.15 |
| 30 | Construction of Hume Pipe Culvert Earth work in excavation in foundation as per SI no. 251 (Excluding royelty) |
| 31 | P/L of filter media of 25 mm gauge class-150 brick ballast below hume pipe as per chap.-1, Sl.-2(b) |
| 32 | P/L of 350mm dia RCC NP-3 hume pipe in position (1No=3x2.50M) Please Enable Macros to View BoQ information |
