| 1 | 1 | Providing & Fixing of Working benchmark/Refrence Pillars 01 nos. per km & 04 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I Benchmark Pillars 01 nos. per km | | 4 | No |
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| 2 | 2 | Refrence Pillars 04 nos. per km | | 13 | No |
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| 3 | 3 | Clearing and Grubbing Road Land\nClearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I ( By Manual Means) In area of non-thorny jungle | | 2.38 | Hect. |
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| 4 | 4 | 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 100 m as per Technical Specification Clause 301.5 | | 917.52 | Cum |
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| 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 | | 10308.9 | Cum |
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| 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 & 100 m as per Technical Specification Clause 303.1. (Including Royality & Labour Cess). | | 6191.78 | Cum |
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| 7 | 7 | Granular Sub-base with Well Graded Material (Table 400.1) :- Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement 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 I Material) | | 1553.72 | Cum |
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| 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. | | 973.94 | Cum |
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| 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 | | 2199.38 | Sqm |
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| 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. | | 2199.38 | Sqm |
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| 11 | 11 | Mix Seal Surfacing Type B 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 | | 2199.38 | Sqm |
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| 12 | 12 | Cement Concrete Pavement M30\nConstruction of un-reinforced, 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 drawing and Technical Specification Clause 1501. | | 1725.84 | Cum |
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| 13 | 13 | Providing and laying pitching on slopes with stone/ Boulder laid over prepared filter media as per drawing and technical specifications Clause 1302 | | 2304 | cum |
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| 14 | 14 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | | 360 | Cum |
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| 15 | 15 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast) | | 5 | Each |
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| 16 | 16 | 200 m stone (precast) | | 14 | Each |
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| 17 | 17 | (I)Providing and Fixing 'Logo' of MMGSY Project :-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 | | 5 | Each |
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| 18 | 18 | 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 | | 308 | per cm height per letter |
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| 19 | 19 | Boundry Pillar/ Guard Post 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 | | 56 | No |
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| 20 | 20 | Retro-reflectorised Traffic Signs :- Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 600 mm equilateral & triangle | | 24 | Each |
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| 21 | 21 | 600 mm circular | | 8 | Each |
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| 22 | 22 | 800 mm x 600 mm rectangular | | 2 | Each |
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| 23 | 23 | 900 mm side octagon, OR | | 2 | Each |
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| 24 | 24 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous 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. | | 115 | Sqm |
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| 25 | 25 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Conctete 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. | | 564 | Sqm |
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| 26 | 26 | Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 | | 290.51 | Cum |
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| 27 | 27 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15 Grade | | 35.52 | Cum |
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| 28 | 28 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20 Grade | | 33.4 | Cum |
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| 29 | 29 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | | 1.56 | mt |
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| 30 | 30 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC M-20 Grade | | 16.25 | Cum |
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| 31 | 31 | 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 | | 36 | no |
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| 32 | 32 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC M-25 Grade | | 10.02 | Cum |
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| 33 | 33 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | | 1.59 | mt |
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| 34 | 34 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (With Sandy Materials ) | | 34.29 | Cum |
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| 35 | 35 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 | | 19.82 | Cum |
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| 36 | 36 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( PCC M-20 Grade ) | | 202.44 | Cum |
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| 37 | 37 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC M-30 Grade | | 4.13 | Cum |
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| 38 | 38 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | | 0.36 | Cum |
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| 39 | 39 | Parapet Construction Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 ) | | 4.01 | Cum |
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| 40 | 40 | Painting on Parapet Wall (Black & White Strips) 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 | | 151.49 | Cum |
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| 41 | 41 | Drainage spouts complete as per drawing and technical specifications Clause 1209 | | 4 | Sqm |
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| 42 | 42 | Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106 (1000 mm Dia) | | 45 | Rm |
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| 43 | 43 | 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:981997,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\nsubject 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.\n | | 40 | Rm |
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| 44 | 44 | 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. i) Upto 3m depth | | 663.13 | Cum |
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| 45 | 45 | Providing and laying of PCC M15 levelling course 100mm thick below the pile cap. II. PCC Grade M-15 (Levelling Course for Pile Cap) | | 35 | Cum |
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| 46 | 46 | R.C.C. grade M 30 in Pile Foundation complete as per Dwg & Tech Specification. Pile Cap in RCC M-30 | | 385.55 | Cum |
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| 47 | 47 | Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m II. 1200 mm Dia | | 560 | m |
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| 48 | 48 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | | 93.62 | MT |
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| 49 | 49 | Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing | | 14.2 | MT |
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| 50 | 50 | Providing and Constructing Temporary Earth Island (Assuming depth of water 1.0 m and height of island to be 1.25 m including Royality for earth @ Rs. 5526.00 for each Island.) | | 2 | No. |
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| 51 | 51 | Providing and constructing one span service road to reach island location from one pier location to another pier location including Royality for earth @ Rs. 330.00 per m for service Road. | | 56.25 | metre |
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| 52 | 52 | Carrying out load test on any pile as per standard procedure laid down in the IS:2911 specification including construction of test cap, dismantling the cap after test and cleaning the site and maintaining complete records of load a) Initial Load Test on test pile for 2.5 times the design load specified in Drawings 1.2 m Dia Pile | | 1 | Nos. |
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| 53 | 53 | b) Routine pile load test on pile for 1.5 times the design load specified in Drawings 1.2 m Dia Pile (2% of piles in total). | | 1 | Nos. |
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| 54 | 54 | c) Horizontal pile load test on pile for 1.5 times the design load specified in Drawings 1.2 m Dia Pile (2% of piles in total) . | | 1 | Nos. |
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| 55 | 55 | R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specification RCC M-30 i) Upto 5m height (Using Concrete Mixer) | | 197.11 | Cum |
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| 56 | 56 | R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specification RCC M-35 ii) From 5m upto 10m height (Using Concrete Mixer) | | 13.7 | Cum |
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| 57 | 57 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | | 31.44 | MT |
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| 58 | 58 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications. | | 18 | Nos |
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| 59 | 59 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. | | 197212 | cc |
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| 60 | 60 | 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 | | 108 | Nos |
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| 61 | 61 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Sandy Material | | 148.47 | Cum |
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| 62 | 62 | Providing and laying filter media with granular crushed aggregates (Jhama Metal) as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 | | 76.1 | Cum |
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| 63 | 63 | Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II. RCC M-30 | | 264.66 | Cum |
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| 64 | 64 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202 | | 36.24 | MT |
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| 65 | 65 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 | | 38.67 | Cum |
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| 66 | 66 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 | | 137.5 | m |
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| 67 | 67 | Drainage Spouts complete as per drawing and technical specifications Clause 1209 | | 24 | No |
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| 68 | 68 | P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios Clauses 800 & 1211. | | 8.87 | cum |
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| 69 | 69 | Reinforced Cement Concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 | | 20.53 | cum |
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| 70 | 70 | Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) | | 33.8 | m |
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| 71 | 71 | Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 | | 298.29 | cum |
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| 72 | 72 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | | 87.04 | cum |
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| 73 | 73 | Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the 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 . (80 m x (4+8)/2)w x 2.0 h) | | 960 | Cum |
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| 74 | 74 | Granular Sub-base with Well Graded Material (Table 400.1) Grading I -Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement 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. (80 m x 3.75w x 0.200 h) | | 60 | Cum |
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| 75 | 75 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row (2 ROW) | | 45 | M |
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| 76 | 76 | GST @ 12% | | 1 | RS |
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| 77 | 77 | Labour Cess @ 1% | | 1 | RS |
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| 78 | 78 | 1st Year Maintenance cost | | 1 | Year |
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| 79 | 79 | 2nd Year Maintenance cost | | 1 | Year |
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| 80 | 80 | 3rd Year Maintenance cost | | 1 | Year |
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| 81 | 81 | 4th Year Maintenance cost | | 1 | Year |
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| 82 | 82 | 5th Year Maintenance cost | | 1 | Year |
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| 83 | 83 | GST @ 12% | | 1 | RS |
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| 84 | 84 | Labour Cess @ 1% | | 1 | RS |
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