| 1 | 1 | Construction of Reference & Working Benchmarks | | 1.8 | Km |
|---|
| 2 | 2 | Construction of Reference Pillars/Burjees | | 1.8 | Km |
|---|
| 3 | 3 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. | | 0.9 | Hect. |
|---|
| 4 | 4 | Excavation for roadwork in soil by Mechnical Means including cutting and pushing the earth to site of embankment up to a distance of 100 m , including trimming bottom and side slopes in accordance with requirement of lines , grades and cross sections | | 9379.83 | Cum |
|---|
| 5 | 5 | 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 with a lead upto 1000 m as per Technical Specification Clause 301.5 | | 2383.67 | Cum |
|---|
| 6 | 6 | 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. (1000 M Lead) | | 1217.95 | Cum |
|---|
| 7 | 7 | Construction of granular sub-base by providing well graded material (Crushed Stone Aggregates and Course Sand), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401 | | 1340.78 | Cum |
|---|
| 8 | 8 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (Proposed PCC Road) | | 511.32 | Cum |
|---|
| 9 | 9 | Prime Coat (Low Porosity)Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0kg/sqm using mechanical means as per Technical Specification Clause 502 | | 5681.25 | Sqm |
|---|
| 10 | 10 | Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | | 5681.25 | Sqm |
|---|
| 11 | 11 | Mix Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 | | 5681.25 | Sqm |
|---|
| 12 | 12 | 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 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 | | 181.8 | Cum |
|---|
| 13 | 13 | Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 | | 150 | Sqm |
|---|
| 14 | 14 | Ordinary Kilometer Stone (Precast) | | 3 | Each |
|---|
| 15 | 15 | 200 m stone (precast) | | 7 | Each |
|---|
| 16 | 16 | Boundary Pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 | | 36 | Each |
|---|
| 17 | 17 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 (For culverts) | | 22.32 | Sqm |
|---|
| 18 | 18 | English and Roman (for culverts) Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 | | 88 | Per cm ht. per letter |
|---|
| 19 | 19 | Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 | | 2 | Each |
|---|
| 20 | 20 | Maintenance Board | | 1 | Each |
|---|
| 21 | 21 | Retro-reflectorised Traffic Signs :-600 mm equilateral triangle | | 4 | Each |
|---|
| 22 | 22 | 600 mm x 450 mm rectangular | | 6 | Each |
|---|
| 23 | 23 | 900 mm side octagon | | 1 | Each |
|---|
| 24 | 24 | 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. | | 300 | Sqm |
|---|
| 25 | 25 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete Surface | | 60 | Sqm |
|---|
| 26 | 26 | Cable Duct Across the Road: Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. | | 45 | Rmt |
|---|
| 27 | 27 | Dismantling of existing structures:- Cement Concrete | | 1.5 | No. |
|---|
| 28 | 28 | Reinforced Cement Concrete | | 3 | No. |
|---|
| 29 | 29 | Cement mortar | | 24.75 | No. |
|---|
| 30 | 30 | 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. | | 47.06 | Cum |
|---|
| 31 | 31 | Diversion :- 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 | | 5.23 | Cum |
|---|
| 32 | 32 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203\nPCC M-15 | | 15.45 | Cum |
|---|
| 33 | 33 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (I) PCC/RCC Grade M-25 | | 13.32 | Cum |
|---|
| 34 | 34 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204\nRCC Grade M-20 | | 5 | Cum |
|---|
| 35 | 35 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (II) RCC Grade M-25 | | 7.72 | Cum |
|---|
| 36 | 36 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5\n(II) RCC Grade M-25 | | 5.51 | Cum |
|---|
| 37 | 37 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | | 2.12 | MT |
|---|
| 38 | 38 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8\n(II) Sandy Material | | 3.68 | Cum |
|---|
| 39 | 39 | 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 | | 8 | No. |
|---|
| 40 | 40 | GST @ 12% | | 1 | No. |
|---|
| 41 | 41 | Labour Cess @ 1% | | 1 | No. |
|---|
| 42 | 42 | 1st Year Maintenance cost | | 1.8 | Km |
|---|
| 43 | 43 | 2nd Year Maintenance cost | | 1.8 | Km |
|---|
| 44 | 44 | 3rd Year Maintenance cost | | 1.8 | Km |
|---|
| 45 | 45 | 4th Year Maintenance cost | | 1.8 | Km |
|---|
| 46 | 46 | 5th Year Maintenance cost | | 1.8 | Km |
|---|
| 47 | 47 | GST @ 12% | | 1 | No. |
|---|
| 48 | 48 | Labour Cess @ 1% | | 1 | No. |
|---|
