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| 1 | 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 material and disposal up to a lead of 50 m, dressing of si |
| 2 | Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications (M-15) |
| 3 | Brick masonary work in 1:3 cement mortar in foundation complete excluding pointing & plastering as per drawing and Technical Specification clause 600,1202 & 1206 |
| 4 | Brick masonary work in 1:3 cement mortar in Substructure complete excluding pointing & plastering as per drawing and Technical Specification clause 600,1202 & 1206 |
| 5 | Supplying, fitting and placing HYSD bar Reinforcement in super structure complete as per Drawing and Technical Specifications Clause 1002, 1010 and 1202 |
| 6 | Drainage Spouts complete as per drawing and Technical specification Clause 1209 |
| 7 | Providing and laying reinforced cement concrete M 25 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 |
| 8 | Pointing with Cement mortar (1:3) on brick work as per Technical Specification Clauses 613.3 and 1204 |
| 9 | Plastering with Cement mortar (1:4) 15 mm thick on brick work as per Technical Specification Clauses 613.4 and 1204 |
| 10 | Back filling of granular material (40 mm O.B.B.) behind abutment ,wing wall and return wall complete as per drawing and technical specification Clause 1204.3.8 |
| 11 | 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 |
| 12 | Approach Road: Construction of embankment with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 |
| 13 | 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. |
| 14 | Providing ,Laying ,spreading and compacting stone aggregates of 63-45 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density |
| 15 | Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density |
| 16 | Brick edgeing on both sides of the road of first class brick 8 cm (3\") wide and 12 cm. deep laid with mud mortar all including labour & supply of bricks finished to the required template and in proper aligment and also including dressing and ramming the excavated earth as directed by Engineer in charge. As Per S.I No-765 |
| 17 | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means . |
| 18 | Providing and applying tack coat with bitumen VG-10 using bitumen pressur distributor @ of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydrualic broom as per Technical Specification Clause 503 |
| 19 | 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 |
| 20 | 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 Technical Specification Clause 511 |
| 21 | Boring with 100 mm dia Casing pipe with Dewatering including cost of pipes, all other materials, labour Charges etc complite as per direction of E/I. |
| 22 | Dewatering of the area for excavation of earth etc upto complete work. |
| 23 | (DIVERSION) Construction of embankment (Carted Earth) 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 |
| 24 | Laying brick soling 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 rolling the same with three wheeled road roller 80-100 kN as per Technical Specification Clause 412 |
| 25 | Laying reinforced cement concrement pipe in double row including fixing collar but including excavation etc complete. Please Enable Macros to View BoQ information |
