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| 1 | Part- A Construction of Minor Bridge:- Dismantling of Brick work or stone work in lime or cement mortar and including stacking of material as directed by E/l within a distance of 60meter (200 feet). for abutment, Pier, return wall etc. (as per SOR SI No 692 |
| 2 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. as per MORT&H Specification clause 304 sl. No.9.01ii-Ordinary Rock (not requiring blasting) |
| 3 | 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. [As per Technical specification clause.2100 ,SI. No. - 9.40 |
| 4 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.1500, 1700 & 2100 SI No. 9.14 |
| 5 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification Clause. RCC Grade-M-25 [As per Technical specification clause.1500 &1600 1700 ,SI. No. - 14.1 |
| 6 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specificationsMild steel or iron in plain work such as reinforced concrete or reinforced brickwork(when not included in overall rate) wroought to required shape as necessary including bending and also including supply of steel and wastage and overlapping and hooks required for completion of work. as per SOR SI No.506 |
| 7 | Drainage Spouts complete as per drawing and Technical specification |
| 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 force. Complete as per drawing and Technical specification. clause.2706&2200 of MORT&H SI. No. 9.17 |
| 9 | Part-B Protection WorkEarth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. as per MORT&H Specification clause 304 sl. No.9.01 |
| 10 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. as per MORT&H Specification clause 304 sl. No.9.01ii-Ordinary Rock (not requiring blasting) |
| 11 | PCC Grade M15 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications No. 1500, 1700 & 2200 |
| 12 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.No.of 2503 of MORT&H [Sl.No15.01] |
| 13 | Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications.Clause 1400& 2200 of MORT&H,Sl.No.9.07 |
| 14 | C Approach Road.Construction of Embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 Technical Specification Clause 303.1. |
| 15 | 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. |
| 16 | Providing, laying, spreading and compacting stone aggregates of 63 to 45 mm 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 interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MORD Specification Clause 405. |
| 17 | Providing, laying, spreading and compacting stone aggregates of 53 to 22.4 mm 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 interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MORD Specification Clause 405. |
| 18 | Brick edging on both sides of the road of first brick class M--150 8 cm wide and 12 cm deep laid with mud mortar including labour & supply of brick finished to required template and in proper alignment and also including dressing & ramming the excavated earth as directed by the engineer in charge of the work Including material, labour and T&P etc proper completion of the work |
| 19 | Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using manual means. Clause 502 |
| 20 | Providing and applying tack coat with Bitumen VG10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared 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 using bitumenVG10 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 Type C as per Technical Specification Clause 508.including hire & POL of road roller etc. complete as per directed by E/I |
| 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 | Construction of earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 Technical Specification Clause 303.1. in Patri for earth work to painting portion Please Enable Macros to View BoQ information |
