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| 1 | Work |
| 2 | Construction of embankment with approved materials excavated from roadway sides in cutting or filling lift upto 1.50m with normal lead upto 50m. spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 as per technical specification clause 301.5. |
| 3 | 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 upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. S.I.No. 253 |
| 4 | Granular Sub-base with well Graded Material (Table400.1) By Mix in Place MethodConstruction 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. |
| 5 | WBM Grading 2- Providing, laying, spreading and compacting stone aggregate of 22.4-53mm size to water bound macadam grade-3 specification including spreading in uniform thickness, hand packing, rolling with smooth whee roller 80-100 Kn in stages to proper grade and camber, applying and brooming, stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Clauses 405. |
| 6 | WBM Grading 3- Providing, laying, spreading and compacting stone aggregate of 22.4-53mm size to water bound macadam grade-3 specification including spreading in uniform thickness, hand packing, rolling with smooth whee roller 80-100 Kn in stages to proper grade and camber, applying and brooming, stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Clauses 405. |
| 7 | Prime Coat-Providing and applying primer coat with Emulsion emulsion (SS-1) on prepared surface of granular base including cleaning of roadsurface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 8 | Tack Coat-Providing and applying Tack coat with Emulsion RS-1 using rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleand with Hydraulic broom as per Technical Specification Clause 503 (Excluding Bitumen, GST & T&P) |
| 9 | Open Graded Premix Carpet 20mm thick-Providing, laying and rolling of open - graded premix carpet of 20mm 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 C as per Technical Specification Clause 508. |
| 10 | Seal Coat-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 (Excluding Bitumen, GST & T&P) |
| 11 | Construction ofun-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 M30 (Grade), 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 including Trimixing by floating method & adding hardener in required quantity and depth upto 5 cm complete as per directions of Engineer-In-charge to meet Tenchinal specifications. |
| 12 | Construction of subgrade and earthen sholders with approved materials excavated from roadway sides in cutting or filling lift upto 1.50m with normal lead upto 50m. spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 as per technical specification clause 301.5. (Patri) |
| 13 | Providing and layingreinforced cement concrete pipe NP3 900/350mm dia for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. |
| 14 | 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 upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. S.I.No. 253 |
| 15 | Providing concrete for plain/reinforced concrete M-15(1:3:6) with cement, coarse sand and stone ballast 40mm in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 16 | Providing and laying filter material with O.B.B. 40mm gauge (nominal size) underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 |
| 17 | Brick masonry work (1:3with coarse sand ) in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 |
| 18 | Providing and layingreinforced cement concrete pipe NP3 900mm dia for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. |
| 19 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 |
| 20 | 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 upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.S.I.No. 253 |
| 21 | Providing and laying filter material with O.B.B. 40mm gauge (nominal size) underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 |
| 22 | Providing and layingreinforced cement concrete pipe NP3 350mm dia for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. |
| 23 | Brick edgeing- Brick- edging with class- 150 bricks laid on edge on both side of the road in mud-mortarincluding cost of all material, labour, T&P etc. required for proper completion of work. |
| 24 | Providing and fixing of Sign. Board |
| 25 | Reinforced cement concrete M-15 grade kilometer ston/local ston of standard design as per IRC:8 fixing in position including painting and printing etc.as per drawing and Technical Specification clause |
| 26 | Providing and fixing Hectometer stone |
