| 1 | 1 | Item No. 1 / P - 244/4.10\nProviding, laying, spreading and compacting Water Bound Macadam Sub Base by consolidating Laterite chelly of specific size in hard crust to requisite thickness (measured after ompaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).\n(i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening | | 520.5 | Cu.m |
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| 2 | 2 | Item No. 2 / Page No. - 245/4.11\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with \nvibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).\n(i) Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type A (13.2 mm A. Mechanical Means | | 347 | Cu.m |
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| 3 | 3 | Item No. 3 / Page No. - 242/4.04\nSupplying, spreading and consolidating Moorum to a depth of 75 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification. | | 330 | Cu.m |
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| 4 | 4 | Item No. 4 / Page No. - 247/5.02\nProviding and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS : 8887 - 1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT & H \n ( 5th Revision )\n(i) On Bituminous Surface ( Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm. ) | | 6940 | Sq. M |
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| 5 | 5 | Item No. 5 / Page No. - 250/5.05\nDense Bituminous Concrete\nProviding and laying dense bituminous macadam with Hot Mix Plant producing an average output of 75 tonnes per hour using coarse aggregate, fine aggregate, filler and bituminous binder as per design Job Mix Formula conforming Marshall Method as per specification, including screening, cleaning of chips and preparing a uniform and quality mix in Hot Mix Plant and ensuring a homogeneous mix, in which all particles of the mineral aggregates are coated uniformly, transporting the hot mix to work site, laying the mixed materials at specified laying temperature with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tack coat, rolling with smooth wheeled, vibratory and tandem rollers for break down, inter-mediate and finished rolling to achieve the desired density of at least 98% of that of Laboratory Marshall specimen, hand packing and pinning to give an even surface including cost and carriage of bitumen, coarse and fine aggregates and filler materials and hire charges of machinery and equipment for construction and quality control,fuels and lubricants and wages of operational staff complete as per Clause 505 of Specifications for\nRoad & Bridge Works of MoRT&H (5th Revision).\nB. For Grading 2\n(26.5 mm nominal size, 50 mm thick.\n(iii) Using Drum mix Type HMP of minimum capacity 40-60 TPH. | | 174 | Cu.m |
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| 6 | 6 | Item No. 6 / Page No. - 251/5.07 \nSemi-dense Bituminous Concrete\nProviding & laying Semi-dense Bituminous Concrete (SDBC) as wearing coarse by Hot Mix Plant, using coarse aggregates, fine aggregates, filler materials and binder of required specification and grading as per approved job mix formula, over thoroughly cleaned surface coated with tack coat, including screening, cleaning of aggregates, mixing the components as per approved Job Mix Formula with\nhot binder, carrying the mixture by tipper truck or any other approved suitable arrangements, laying the mixture uniformly, maintaining the specified laying temperature, thorough rolling with power roller\nwith necessary hand packing and pinning to give an uniform surface to achieve the desired density of at least 98% of that of Laboratory Marshall specimen,including the cost and carriage of aggregates, filler\nand binder, heating the binder, preheating the aggregates, and filler to the specified temperature,including the hire charges of Hot Mix Plant and other machineries, pay of operators, cost of fuel and\nlubricants and all other incidental charges complete\nB. For Grading 2\n(10 mm nominal size, 25 mm thick.)\n(iii) Using Drum mix Type HMP of minimum capacity 40-60 TPH. | | 87 | Cu.m |
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| 7 | 7 | Item No. 7 / Page No. - 255/5.13 (A) (I) (i)\nProviding and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges,cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).I By Mechanical Means \n(i) With Hot Bitumen Binder (@ 9.80 kg / 10 sqm.) | | 3470 | Sq. M |
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| 8 | 8 | Item No. 8\nProviding and fixing typical citizen information board costructed with BFS, PCC, 250mm brick wall (1:4) with necessary 15 mm thick plastering (1:4) & rule pointing, including supply & fixing of white marble stone (1100mm x 800 mm x18mm) with black colour engraved lettering as per the enclosed drawing & instruction of EIC. | | 1 | Each |
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| 9 | 9 | GST Item (Effect from 01.11.2017)\n12 % GST on Estimated Cost of Sl No- 1 to 8 | | 1 | Unit |
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| 10 | 10 | Labour Welfare Cess Item (Effect from 01.11.2017) \n1% Labour Welfare Cess on Estmated Cost of Sl No -1 to 9 | | 1 | Unit |
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