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| 1 | Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5 m, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300.2 per Technical Specification Clause 301.5 |
| 2 | 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. |
| 3 | Providing & laying spreading and compacting stone aggregates of 45-63 mm 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 & camber , applying and brooming , screening Type-B to fill up the interstics 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 size 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 & camber , applying and brooming , screening Type-B to fill up the interstics of coarse aggregate , watering and compacting to the required density Grading 3 as per technical Specification Clause 405. |
| 5 | Brick edging on both side of the road with 1st class bricks 8 cm. wide and 12 cm. deep laid with mud mortar including labour and s/o brick finished to required template and in proper alignment and also including dressing and ramming the excavated earth as per direction of Engineer-in-charge |
| 6 | Providing & laying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70-1.0 kg./sqm using mechanical means.As per technical Specification Clause 402. |
| 7 | Providing and applying tack coat with (RS-1) Bitumen Emulsion using distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry surface 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 using VG-10 bitumen 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 Type C as per Technical Specification Clause 508. |
| 9 | 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 |
| 10 | Painting lines, dashes, arrows, etc. on roads with hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 |
| 11 | Construction of Patri with approved material obtained from borrow pits with a lift upto 1.5 m, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300.2 per Technical Specification Clause 301.5 |
| 12 | E/W in excavation in foundation in ordinary soil including lift 1.50 mtr and lead up to 100 mtr and including filling watering ramming of excavated earth into the trenches as per S.I. No. 251 |
| 13 | Providing and laying Cement concrete 1:3:6 ( l cement : 3 coarse sand : 6 graded stone ballast 40 mm. nominal size ) including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork in foundation as per SI No 280 |
| 14 | First Class Brick work in 1:4 (cement and coarse sand mortar ) including supply of all materials, labour & tool & plants etc. required for proper completion of work. As per SI No 305b |
| 15 | Providing and laying filter media with granular crushed aggregates (63-45 mm size st. ballast)as per specification to a thickness of not less than 600 mm / 300 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing |
| 16 | Providing and Laying Plain/reinforced cement concrete 1:2:4 ( l cement : 2 coarse sand : 4 graded stone ballast 20mm nominal size ) in Substructure including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork in Substructure RCC GRADE M-20 as per Si No 279(b) |
| 17 | Providing and Laying Plain/reinforced cement concrete 1:1.5:3 ( l cement : 1.5 coarse sand : 3 graded stone ballast 20mm nominal size ) in Substructure including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork R.C.C grade M-25 SI 284(b) |
| 18 | Providing and Laying Plain/reinforced cement concrete 1:1.5:3 ( l cement : 1.5 coarse sand : 3 graded stone ballast 20mm nominal size ) in Substructure including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork R.C.C grade M-25 (nominal mix) SI NO 289 |
| 19 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 as per SI No 502 |
| 20 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia pvc pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing |
| 21 | Backfilling behind abutment, wing wall and return wall using 40 mm brick ballast complete as per drawings & technical specification Clause 1204.3.8 |
| 22 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification as per PWD SI No 12.20 |
| 23 | Construction of Embankment with approved soil with a lift upto 1.5 m laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2 |
| 24 | Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 SI No 660+661 |
| 25 | Earth work in excavation in foundation in ordinary soil (loam clay or sand) AS PER SI NO. 251 |
| 26 | Concrete with 40mm gauge B/ballast,F.Sand (1.25 FM) & Cement With(1:4:8)including supply of all material labour and T&P etc requirtement for complition of work as per SI no. 275 |
| 27 | Supply and laying dry brick ballast (OBB) under and half round of the pipe |
| 28 | M-150 Class Brick work in 1:4 cement and coarse sand mortar including supply of all materials, labour & tool & plants etc. required for proper completion of work.as per si no. 305b |
| 29 | Supply & laying of 600mm dia NP3 hume pipe including fixing of collar with 1:2 cement mortar. |
| 30 | Struck cement pointing in 1:2 cement & fine sand motar including supply of all material, labour and T&P etc, required for proper completion of the work.as per Si.no. 574 |
| 31 | 12mm thick plaster with cement & fine sand proportion 1:4 mortar As per S.I NO 584. |
| 32 | Finishing walls with water-proofing cement paint of approved make, such as Super Snow-cem, quality and of required shade on undecorated wall surface (one coat) over and including one coat white cement primer to give an even shade after thoroughly brushing the surface s including curing and cost materials for outer Face. as per SI No.660 Please Enable Macros to View BoQ information |
