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| 1 | Work |
| 2 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 3 | Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements(For Shoulder Work) |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.As per DSR 2.6.1 |
| 5 | Construction of granual sub-base(GSB) by providing well graded material, spreading in uniform layars 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 Technical specification clause 401. |
| 6 | Providing, laying, spreading and compacting stone aggregates G-II of 63-45 mm size 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 materials to fill-up the interstices of coarse aggregate watering and compacting to the required density grading 2 as per technical specification clause 405. |
| 7 | Providing, laying, spreading and compacting stone aggregates G-III of 53-22.4 mm size 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/binding materials to fill-up the interstices of coarse aggregate watering and compacting to the required density grading 3 as per technical specification clause 405 |
| 8 | Providing & applying primer coat with Bitumen Emulsion SS-1 grade on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 7.00 kg/ 10 sqm area using mechanical means complete as per MORD Specification no 502 [Sr. No. 5.1(I)] |
| 9 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 10 | 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 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 as per Technical Specification Clause 508. |
| 11 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 |
| 12 | Brick on Edges on both side of the road with 1st class bricks 8cm (3\") wide 12 cm (4.5\") deep laid with mud mortar including all materials labour T&P etc. copmplete. |
| 13 | 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, using curing compound (where specified) and water finishing to lines and grade as per drawingand Technical Specification Clause 1501 |
| 14 | CONSTRUCTION OF 600 DIA. NP3 HP SINGLE ROW CULVERT |
| 15 | E/W in excavation of foundation trenches of structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and deleterious material and disposal up to a lead of 50 m. dressing of bottom and side of trenches,backfiiling the excavated soil to the extent required and utilizing the remaining earth locally for road work |
| 16 | P/L cement concrete 1:4:8 (1 Cement : 4 coarse sand derived from natural sources :8 graded stone aggregate 40 mm nominal size derived from natural sources) As per DSR 4.1.8 |
| 17 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand. As Per DSR 6.1.1 |
| 18 | Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand):As per DSR 13.31.1 |
| 19 | Providing and laying RCC pipe of 600 dia NP3for culvert on first class bedding (Type-B) of granular material in single row including fixing of collar with cement mortar in 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapet as per clauses 1106 |
| 20 | Construction of U-Shape deep R.C.C. drain |
| 21 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.As per DSR 2.6.1 |
| 22 | P/L cement concrete 1:4:8 (1 Cement : 4 coarse sand derived from natural sources :8 graded stone aggregate 40 mm nominal size derived from natural sources) As per DSR 4.1.8 |
| 23 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources As per DSR 5.1.2 |
| 24 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. As per DSR 5.22,6 |
