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| 1 | Earth work in embankment in ordinary soil including lift upto 1.50 mtr. and lead up to 30.00 mtr. and also including ramming dressing the surface to required level and slope as per direction of E/I. |
| 2 | Construction of granular sub-base by providing Well graded material Grading-1, 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 clause 401 |
| 3 | Providing, laying, spreading and compacting stone aggregates of 45-63 mm sizes 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 crushable Stone dust to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. |
| 4 | Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes 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 dust to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. |
| 5 | Brick edging 7 cm wide on both sides of the road by S.O. Bricks complete as per PWD detailed specification no 20.15 |
| 6 | 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 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 (7.50+3.75)/2 = 5.625 |
| 7 | Providing and applying tack coat with Bitumen using distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 8 | 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 Type C as per Technical Specification Clause 508. |
| 9 | Providing and laying seal coat by manual means with VG-10 bitumen 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 |
| 10 | Earth work in Both side Patri.in ordinary soil including lift upto 1.50 mtr. and lead up to 30.00 mtr. and also including ramming dressing the surface to required level and slope as per direction of E/I. |
| 11 | Earth work in excavation for foundation for structures complete as per drawing and Technical Specification. |
| 12 | Local Sand Filling in foundation trench. |
| 13 | Cement concrete for plain concrete PCC M-15 grade in open foundation complete as per drawing and Technical |
| 14 | Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and Technical Sperifications. |
| 15 | Brick masonry work in cement mortar 1:3 in Super structure complete excluding pointing and plastering, as per drawing and Technical Sperifications. |
| 16 | R.C.C. M25 grade in Slab and bed block in Super structure as per technical drawing and specification. (Deck Slab) |
| 17 | Pointing with cement mortor (1:2) on brick work in sub structure as per Technical Sperifications. |
| 18 | Supplying, fitting and placing un-coated Mild steel reinforcement complete as per drawing and technical specification |
| 19 | Weep holes 100 mm dia. |
| 20 | Dewatring for removing foundation and surface water for foundation stable of cut of wall i/c boring charges with 150mm Casing pipe lowering and extraction of assembly as per SOR Ch. No. XIX Item No. 3 |
| 21 | Back filling behind abutment, wing wall and retaining wall complete as per drawing and technical specification clause 1204.3.8 of MORD specification. Please Enable Macros to View BoQ information |
