| 1 | 1 | Dismantling of cement concrete pavements by mechnical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000m, stacking serviceable and Technical Specification | | 77.63 | m3 |
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| 2 | 2 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.By Manual Means 50% of Total Qty | | 0.24 | Ha |
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| 3 | 3 | 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 1000 m as per Technical Specification Clause 303.1. | | 264 | m3 |
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| 4 | 4 | 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.For Grading III Material | | 423 | m3 |
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| 5 | 5 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base course on well prepared surface and compacting with vibratory roller to achieve the desired density) by Mechanical means | | 630 | m3 |
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| 6 | 6 | 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | | 5040 | m2 |
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| 7 | 7 | Providing and laying dence bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504 | | 189 | m2 |
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| 8 | 8 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment as per Technical Specification. | | 100.8 | m2 |
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| 9 | 9 | 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 M-30 (grade) coarse and fine aggregate confirming 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 fill, wedges, steel plates including leveling 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 deboning strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints admixtures as approved, curing of concrete slabs for 14 days, including use of curing compound where specified and water finishing to lines and grade as per drawing and technical specification clause 1501 (including carriage of all materials, all taxes, royalty etc. all complete job) | | 75 | m3 |
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| 10 | 10 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | | 3.6 | m2 |
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| 11 | 11 | Providing and fixing of typical informatory sign board with logo as per MORD specification and drawing. Three MS Plates of 1.6mm thick top and middle plate duly weldged with MS angle iron 25mm x 5mm size on backon edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. etc all complete All sections of framed post and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1 | | 1 | nos |
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| 12 | 12 | Road marking with hot applied thermoplastic compound with reflectorising glass beads on Bitumenous surface (Providing and laying of 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 as per IRC : 35. The finished surface to be level, uniform and free from streaks and holes) | | 88 | m2 |
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| 13 | 13 | 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 suitable material. | | 393.281 | m3 |
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| 14 | 14 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 | | 51.03 | m3 |
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| 15 | 15 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC Grade M 15 | | 53.218 | m3 |
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| 16 | 16 | Stone masonry (Coursed Rubble) work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.In cement mortar 1:4 for Return Wall/Wing Wall/Retaining Wall/Toe Wall/ Drain | | 203.911 | m3 |
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| 17 | 17 | Stone masonry (Coursed Rubble) in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 | | 79.823 | m3 |
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| 18 | 18 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204P.C.C grade M 15 Nominal mix (1:2.5:5) for Coping | | 2.63 | m3 |
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| 19 | 19 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix (1:2.5:5) for Culvert/Retaining Wall/Drain (Bed Plate) PCC Grade M20 | | 10.05 | m3 |
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| 20 | 20 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 25 for Deck Slab | | 21.172 | m3 |
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| 21 | 21 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC Grade M 15 | | 15.375 | m3 |
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| 22 | 22 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In 1:4 cement mortar | | 8.625 | m3 |
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| 23 | 23 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | | 3.705 | MT |
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| 24 | 24 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 | | 6.042 | m3 |
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| 25 | 25 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | | 61 | nos |
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| 26 | 26 | Plastering with cement mortar (1:4) 15mm thick as per technical specification clause 613.4 & 1204 | | 147.204 | m2 |
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| 27 | 27 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Sandy material | | 48.695 | m3 |
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| 28 | 28 | Goods & Service Tax (G.S.T.) - | BI01010001010000000000000515BI0100001150 | 6.66413e+06 | Rs. |
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| 29 | 29 | Labour Cess - | BI01010001010000000000000515BI0100001151 | 7.46383e+06 | Rs. |
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