| 1 | 1 | Clearing grass and removal of rubbish up to a distance of 30 metres outside the periphery of the area as per Technical specification | 1 | 0.18 | Hec |
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| 2 | 2 | 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 in Non-thorny Jungle by mechanical means.\nS.O.R. Item No. 2.2 (II) A. | 2 | 0.18 | Hec |
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| 3 | 3 | Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. S.O.R. Item No. 3.15 (i) | 3 | 2648.16 | CU.M |
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| 4 | 4 | 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 Free Lead as per Technical Specification Clause 303.1.\nS.O.R. Item No. 3.14 (A) | 4 | 2342.36 | CU.M |
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| 5 | 5 | 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.\nWith Grading-III Material\nS.O.R. Item No. 4.1 A (iii) | 5 | 1162.85 | CU.M |
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| 6 | 6 | 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (by Mechanical Means)\nS.O.R. Item No. 4.7 (2) B | 6 | 530.35 | CU.M |
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| 7 | 7 | 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. (by Mechanical Means)\nS.O.R. Item No. 4.7 (3) B | 7 | 509.95 | SQ.M |
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| 8 | 8 | Providing & laying 50 mm thick builtup spray grout over W.B.M. surface including cleaning the surface, heating bitumen to required temperature, applying prime & tack coat @ 10 Kg / 10 M2 and also including cost of bitumen and stone aggregates confirming to physical properties and grading given into the M.O.S.T. table 500-7 (3rd revision) spreading stone metal @ 0.66 M3 / 10 M2 in layer, hand packing, rolling, compacting and then applying spray of bitumen @ 15 Kg / 10 M2. Finishing with key aggregate @ 0.13 M3 / 10 M2 in proper grade, camber or superelevation and rolling the same with power road roller and finishing the surface with template, including the cost of light, barrier, danger signal and chowkidar, making and maintaining diversion including cost of all labours, cost to P.O.L. and all other lubricants and also hire charges of road roller with DMR all complete job as per specification and direction of E/I.\nPrevious North Chhotanagpur S.O.R. Item No. 6.3.21 (A) | 8 | 6799.32 | CU.M |
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| 9 | 9 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.\nS.O.R. Item No. 5.2 (i) | 9 | 6799.32 | SQ.M |
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| 10 | 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 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 either Type A or Type B or Type C as per Technical Specification Clause 508.\nBy manual means with Bitumen (S-65)\nS.O.R. Item No. 5.9 Case-I (ii) | 10 | 6799.32 | SQ.M |
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| 11 | 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 as per Technical Specification Clause 510\nS.O.R. Item No. 5.12 A Case-I (ii) | 11 | 6799.32 | SQ.M |
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| 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\nS.O.R. Item No. 6.4 | 12 | 151.5 | CU.M |
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| 13 | 13 | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary Km post\nS.O.R. Item No. 10.10 (ii) | 13 | 1 | NOS |
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| 14 | 14 | Providing and fixing of Informatory Signboard with 'Logo' as per 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. 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\nS.O.R. Item No. 10.16 | 14 | 1 | NOS |
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| 15 | 15 | E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material.\nS.O.R. Item No. 11.1 I. (i) | 15 | 79.31 | CU.M |
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| 16 | 16 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications\n(P.C.C. Grade M-15)\nS.O.R. Item No. 11.4 (II) (i) | 16 | 13.218 | CU.M |
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| 17 | 17 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.\nRandom Rubble Masonary in C.M. (1:4) in foundation\nS.O.R. Item No. 11.6 (III) (ii) | 17 | 52.111 | CU.M |
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| 18 | 18 | Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.\nRandom Rubble Masonry Work in Cement Mortar 1:5 in S/S\nS.O.R. Item No. 12.4 (III) (ii) | 18 | 29.233 | SQ.M |
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| 19 | 19 | Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications.\n(P.C.C. Grade M-15)\nS.O.R. Item No. 12.5 (I) (i) | 19 | 2.034 | CU.M |
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| 20 | 20 | Providing weep holes with day grades stone filter of 53 mm to 22.4 mm size in abutment and wing wall all complete job as per specification and direction of E/I.\nS.O.R. Item No. 13.1 (II) | 20 | 50.332 | NOS |
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| 21 | 21 | Pointing with cement mortar (1:3) on brick or stone masonary work as per drawing and technical specification Clauses 613.3 and 1204\nS.O.R. Item No. 12.2 | 21 | 50.84 | SQ.M |
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| 22 | 22 | 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.\nS.O.R. Item No. 11.1 I. (i) | 22 | 143.5 | CU.M |
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| 23 | 23 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3\nS.O.R. Item No. 14.8 | 23 | 16.6 | CU.M |
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| 24 | 24 | Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications\n(P.C.C. Grade M-15)\nS.O.R. Item No. 11.4 (II) (i) | 24 | 22.02 | CU.M |
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| 25 | 25 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.\nCoarse Rubble Masonary in C.M. (1:4) in foundation\nS.O.R. Item No. 11.6 (II) (ii) | 25 | 70.52 | CU.M |
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| 26 | 26 | Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.\nCoarse Rubble Masonary in C.M. (1:4) in sub-structure\nS.O.R. Item No. 12.4 (II) (ii) | 26 | 34.6 | CU.M |
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| 27 | 27 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications\n(P.C.C. Grade M-15)\nS.O.R. Item No. 12.5 (I) (i) | 27 | 1.12 | CU.M |
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| 28 | 28 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications\n(P.C.C. Grade M-20)\nS.O.R. Item No. 12.5 III | 28 | 7.02 | CU.M |
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| 29 | 29 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications\n(P.C.C. Grade M-25 in Deck Slab)\nS.O.R. Item No. 12.5 IV | 29 | 5.04 | CU.M |
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| 30 | 30 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications\nS.O.R. Item No. 13.5 | 30 | 1.8 | CU.M |
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| 31 | 31 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications\nS.O.R. Item No. 12.7 | 31 | 0.88 | MT |
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| 32 | 32 | Plastering with cement mortar (1:4), 15 mm thick on brick or stone masonary work in substructure as per technical specification Clauses 613.4 & 1204\nS.O.R. Item No. 12.3 | 32 | 80.72 | SQ.M |
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| 33 | 33 | 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\nS.O.R. Item No. 13.1 (II) | 33 | 40 | NOS |
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| 34 | 34 | Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8\nS.O.R. Item No. 12.10 | 34 | 25.94 | CU.M |
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| 35 | 35 | GST @ 12% | 35 | 8.19804e+06 | INR |
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| 36 | 36 | Labour cess @ 1% | 36 | 9.1818e+06 | INR |
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