| 1 | 1 | Clearing and grubbing of road land including uprooting rank vegetation, grass, bushes shrubs, saplings, and tree girth upto 300mm removal of stumps of such trees cut earlier, and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, up to a lead of 1000 m. including removal of and disposal of top organic soil not exceeding 150mm in thickness as per technical Specification Clause 201. (II) By manual means (A) In area of light jungle | BI01010001010000000000000515BI0100001113 | 2.5 | Hect |
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| 2 | 2 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land | BI01010001010000000000000515BI0100001114 | 16953.8 | Cum |
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| 3 | 3 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(a) from private land | BI01010001010000000000000515BI0100001115 | 9207.53 | Cum |
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| 4 | 4 | Granular Sub-base with well graded materials (Table 400-1) \nA) By Mix in Place Method: Construction of granular sub-base by providing well graded material, spreading in uniform layer by tractor with grading attachment on prepared surface,mixing by mix in place method with rotovator at OMC, and compacting with smooth wheel roller to achive the density , complete as per technical specification claouse 401. (iii) For grading III Material | BI01010001010000000000000515BI0100001116 | 1287.5 | Cum |
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| 5 | 5 | 2) WBM grading 2 ::Providing ,laying, spreading and comacting & stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thicness, hand packing,rolling in smooth wheel roller 80-100km in stages to proper grade and camber, applying and brooming & stone screening / binding materials to fill up the interstices of course aggregates , watering & compacting to reqd. density as per clouse 405. (A)By menual means. | BI01010001010000000000000515BI0100001117 | 901.3 | Cum |
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| 6 | 6 | 3) WBM grading 3 :: Providing , laying, spreading and comacting & stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thicness, hand packing,rolling in smooth wheel roller 80-100km in stages to proper grade and camber, applying and brooming & stone screening / binding materials to fill up the interstices of course aggregates , watering & compacting to reqd. density as per clouse 405. (A)By menual means | BI01010001010000000000000515BI0100001118 | 901.3 | Cum |
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| 7 | 7 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) '(i) With bitumen emulsion-CSS-1h | BI01010001010000000000000515BI0100001119 | 12025 | Sqm |
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| 8 | 8 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.)'(c) Granular surfaces treated with primer | BI01010001010000000000000515BI0100001120 | 12025 | Sqm |
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| 9 | 9 | 20mm Thick Open Graded Premix Carpet using Bituminous Binder: Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade an level to serve as wearing course on a previously prepared base , including mixing in suitable plan , laying & rolling with a three wheel 80-100 km static roller capacity to reqd.grades to be followed by seal coat as per technical clouse 508. (i) By manual means. | BI01010001010000000000000515BI0100001121 | 12025 | Sqm |
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| 10 | 10 | Seal Coat: Providing and laying seal coat sealing the voids in the bituminous surface laid to the specified level, grade and cross fall using Type A, Type B or Type C as per technical Specification Clause 510- By Manual Means case-II TYPE-C | BI01010001010000000000000515BI0100001122 | 12025 | Sqm |
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| 11 | 11 | Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. | BI01010001010000000000000515BI0100001123 | 330 | each |
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| 12 | 12 | Single row HP culvert 600mm \nExcavation for structures\nE/W in excavation for structure as pwer drawing and Technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stamps and deleterious materials and disposal upto a lead of 50.00 mtr. dressing of sides and bottom, back filling in tranches with excavated suitable materials. \n(I) In ordinary soil, \n(i) Upto 3.00 m depth (without dewatering).\n | BI01010001010000000000000515BI0100001124 | 56.7 | cum |
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| 13 | 13 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With crushed stone.(I).Nominal mix 1:3:6 P.C.C grade M 10 | BI01010001010000000000000515BI0100001125 | 7.04 | cum |
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| 14 | 14 | Brick Masonry work in cement mortar\nBrick masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and technical specification, clause 600, 1202 & 1203. | BI01010001010000000000000515BI0100001126 | 11.69 | cum |
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| 15 | 15 | Brick Masonry work in cement mortar in sub-structure\nBrick masonry work in cement mortar in sub-structure complete excepting pointing and plastering as per drawing and technical specification, clause 602, 603, 604, 1202 & 1204\nBrick masonry work in cement mortar 1:3 | BI01010001010000000000000515BI0100001127 | 13.15 | cum |
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| 16 | 16 | Providing and laying RCC pipe NP-3 for culverts on 1st class bedding for granular materials in single row including fixing collar with cement morter 1:2 but excluding exavation, protection works, back filling, concrete, masonry wworks and Parapets clause 1106, 600mm dia. | BI01010001010000000000000515BI0100001128 | 15 | Rm |
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| 17 | 17 | Plastering with cement morter (1:4) 15 mm thick on brick work for substructure as per Technical Specification. | BI01010001010000000000000515BI0100001129 | 84.27 | Sqm |
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