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| 1 | Dismantling of existing structures like culvert, bridge, 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 |
| 2 | Dismantling of existing structures like culvert, bridge, retaining walls, and other structure comprising of brick masonry Including unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per technical Specification Clause 202 |
| 3 | 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. |
| 4 | Sand filling in foundation trenches as per drawing and technical specification Clause 305.3.9 |
| 5 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC M-15 |
| 6 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications of Grade - RCC GRADE M 30 |
| 7 | Supplying fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specification.in foundation |
| 8 | 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 |
| 9 | 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. |
| 10 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC M-15 |
| 11 | 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 |
| 12 | Backfilling behind Abutment Wall and Return wall complete as per Drawing and Technical specification clause 1204.3.8 of MORD |
| 13 | 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 |
| 14 | 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. |
| 15 | Supply & laying of 900 mm dia hume pipe colvert. |
| 16 | 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 |
| 17 | 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. |
| 18 | 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. |
| 19 | 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 |
| 20 | 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. |
| 21 | 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 |
| 22 | 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 |
| 23 | Brick edging on both side of the S.O.B Brick 8cm (3\\") wide and 12cm (41/2) deep laid with mud mortor all labour finished to the required template and in proper alignment and also including dressing and ramming the excavated earth including all labour, T&P sudries required for proper completion of the work. |
| 24 | 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 |
| 25 | Earth work in excavation in trench for foundation in ordinary soil i/c lift upto 1.50 mtr. & lead upto 50.00 mtr and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed bu the E/I within a distance of 50 m. (as per SI No. 251) |
| 26 | Brick edging on both side of the S.O.B Brick 8cm (3\\") wide and 12cm (41/2) deep laid with mud mortor all labour finished to the required template and in proper alignment and also including dressing and ramming the excavated earth including all labour, T&P sudries required for proper completion of the work. |
| 27 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pit not exceeding 1/2 metre (20'') in depth and earthwork in embankment to be 20 cm (8'') layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mts lead. The earth form cutting to be used in making embankment or to be desposited on spoil banks withen 30 m. (100 ft.) distance as directed by the Engineer-in-charge Excluding Royalty. Please Enable Macros to View BoQ information |
