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| 1 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5. including supply of all meterial T&P, labour and all taxes etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. (Exculding Royalty.) |
| 2 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 including supply of all meterial T&P, labour and all taxes etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. (Exculding Royalty.) |
| 3 | 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. |
| 4 | 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 with 45 -63 mm stone ballast as per Technical Specification Clause 405) |
| 5 | 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 with 22.4 - 53 mm stone ballast as per Technical Specification Clause 405) including supply of all meterial T&P, labour and all taxes , royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. |
| 6 | Brick edging on both sides of the road of first class bricks 8 cm (3\\") wide and 12 cm. 4½\\"deep laid with mud mortar including labour and supply of. bricks finished to required template and proper alignment and also including dressing and ramming the excavated earth as directed by Engineer-in-Charge. |
| 7 | 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 rate of 0.70 Kg/Sqm using mechanical means as per Technical Specification Clause 502. including supply of all meterial T&P, labour and all taxes , ISTP, royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. (Including cost of Emulsion). |
| 8 | Providing and applying tack coat with Bitumen (VG-10) using Bitumen 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 including supply of all meterial T&P, labour and all taxes , ISTP, royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. (Including cost of Bitumen). |
| 9 | 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 Type as per Technical Specification Clause 508) (Including cost of Bitumen) |
| 10 | 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 including supply of all meterial T&P, labour and all taxes , ISTP, royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. (Including cost of Bitumen). |
| 11 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 Grade M30, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 including supply of all meterial T&P, labour and all taxes , royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. |
| 12 | Construction of subgrade and 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 with lead upto 1000m as per technical specification clause 303.including supply of all meterial T&P, labour and all taxes etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. (Exculding Royalty.) |
| 13 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads upto 3000m transporting to site spreading grading to required slope and compacted to meet requirement of table 300.2 (Carted Earth work for 3 Km ) including supply of all meterial T&P, labour and all taxes etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. (Exculding Royalty.) |
| 14 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m as per Technical Specification Clause 302.3 including supply of all meterial T&P, labour and all taxes etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. (Exculding Royalty.) |
| 15 | Providing concrete for plain/reinforced concrete in 1:3:6 open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 including supply of all meterial T&P, labour and all taxes , royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. |
| 16 | Brick masonry work in cement mortar in 1:3 foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203. including supply of all meterial T&P, labour and all taxes , royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. |
| 17 | Providing concrete for plain/reinforced concrete in 1:2:4 open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 including supply of all meterial T&P, labour and all taxes , royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. |
| 18 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 19 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 including supply of all meterial T&P, labour and all taxes , royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. |
| 20 | Supply & laying of compacted 40 mm gauge brick ballast around and below hume pipe with proper compaction |
| 21 | Pointing with cement mortar (1:3) on brick work as per drawing and technical specification Clauses 613.3 and 1204 including supply of all meterial T&P, labour and all taxes , royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. |
| 22 | Providing and laying reinforced cement concrete pipe NP3 for 1000 mm dia culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. |
| 23 | Providing and laying reinforced cement concrete pipe NP3 for 350 mm dia culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. Please Enable Macros to View BoQ information |
