| 1 | 1 | Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm | BI01010001010000000000000515BI0100001112 | 173.25 | Cum |
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| 2 | 2 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and\ncompacting to the required density. | BI01010001010000000000000515BI0100001113 | 173.25 | Cum |
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| 3 | 3 | Supplying and stacking at site Stone screening of size13.2 mm nominal size (Type A) | | 26.34 | Cum |
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| 4 | 3.1 | Supply and stacking of stone dust at site excluding carriage | | 13.86 | Cum |
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| 5 | 3.2 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts,laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge | | 86.62 | Cum |
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| 6 | 4 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the\nsurface and cleaning with mechanical broom.With medium setting bitumen emulsion On W.B.M. /W.M.M. @ 0.4 Kg/sqm | BI01010001010000000000000515BI0100001114 | 1155 | Sqm |
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| 7 | 5 | \nProviding and applying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications.\nI) On W.B.M. @ 0.75 Kg/sqm.\nII) On Bitumen surface @ 0.50Kg/Sqm | BI01010001010000000000000515BI0100001115 | | |
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| 8 | 5.1 | On W.B.M. @ 0.75 Kg/sqm. | | 1155 | Sqm |
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| 9 | 5.2 | On Bitumen surface @ 0.50Kg/Sqm | | 1152 | Sqm |
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| 10 | 6 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.\n | | 57.75 | Cum |
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| 11 | 7 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52\nkg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete including cost of Bitumens (tack coat to be paid for separately). With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. | | 1155 | Sqm |
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| 12 | 8 | Providing and laying seal coat of premixed fine aggregate (passing 2.36mm and retained on 180 micron sieve) with bitumen using 128 kg of\nbitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and\nfinishing with road all complete. | | 1155 | Sqm |
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| 13 | 9 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and\ndisposal of surplus excavated earth as directed, within a lead of 50 metres:\nAll kinds of soil | | 70.2 | Cum |
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| 14 | 10 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | | 7.8 | Cum |
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| 15 | 11 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | | 23.4 | Cum |
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| 16 | 12 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | | 1.95 | Cum |
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| 17 | 13 | FORM WORK\nCentering and shuttering including strutting, propping etc. and removal of form for: | | | |
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| 18 | 13.1 | Foundations, footings, bases of columns etc. for mass concrete. | | 78 | sqm |
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| 19 | 13.2 | Supplying and laying including digging, carrying by lorry, filling River Bed Material (RBM) including watering & consolidation in layers to specified lines, camber, grades and cross sections. Finished work including material and labour including all leads and lifts, carriage of material by MT/HL). | | 108 | Cum |
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| 20 | 14 | Carraige of Sand/ Stone agg below 40mm avg lead 25.00Km by MT | | 85.77 | Cum |
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| 21 | 15 | Carraige of Bajri/ Stone agg Above 40mm avg lead 25.00Km by MT | | 173.25 | Cum |
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