| 1 | 1 | Earth work in embankment including excavation in all kinds of soil carriage, loading, unloading and laying earth as per specification in 25cm thick layer including dressing the banks & side slopes to level and templates after breaking of clods. The complete rate to be quoted by the contractor shall taken into account all allowances for labour hardness witness total as per the entire satisfaction of the Engineer-in-charge confirming fully to Haryana state amended till the date of final payment. \nNote:- The item rates has been provided for the supply of earth filling the contractor should satisfy by himself for the lead and source from where the earth will be available before tendering the rates.\n | BI01010001010000000000000515BI0100001112 | 3983.3 | pcum |
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| 2 | 2 | Preparation of sub-grade, including trenching rough dressing of soil, final dressing of earth, to give levels and chamber, watering rolling with road roller and compacting the bed. | | 5664 | psqm |
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| 3 | 3 | Collection and carriage of course aggregate 63mm to 45mm gauge from deodar approved quarry or other approved quarries with latest amendment hand broken hand durable tough aggregate will be angular in shape of possessing and free from thin of elongated soft of dust rubbish and vegetable matter and other foreign material the course aggregate supplied will be of 63mm to 45mm gauge duly screened and stacked along road side as per satisfaction of Engineer-In-Charge road side as per satisfaction of Engineer-In-Charge.. | | 556.75 | pcum |
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| 4 | 4 | Collection and carriage of course aggregate forswearing coat of size 53mm to 22.4 mm nominal gauge from deodar approved quarry or other approved quarries with latest amendment hand broken from hard durable tough stone of uniform texture. The course aggregate will be angular in shape possessing as low water absorption as possible and free form thin or elongated soft ordesintgratable matter and other foreign materials. The course aggregate will be 53 mm to 22.4 mm (table No.400.7 as clause 400.7) duly stacked and screening along road side as per satisfaction of Engineer-In-Charge. The deduction will be made as per table No.500.26 of most specification The stack shall be of 2mx1.5 mx35cm. | | 984.9 | pcum |
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| 5 | 5 | Collection and carriage of course aggregate /stone dust for wearing coat of size 11.2 mm to 0.05mm nominal gauge from deodar approved quarry or other approved quarries with latest amendment hand broken from hard durable tough stone or uniform texture the course aggregate will be angular in shape possessing as low water absorption as possible and free form thin or elongated soft or desintgratable matter and other foreign material the course aggregate will be 11.2mm to 0.05mm table no 400.7 as clause 400.7 duly stacked and screening along road side as per satisfaction of engineer in charge the deduction will be made as per table no 500.26 of most specification the stack shall be of 2m x 1.5m x 35cm | | 348.7 | pcum |
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| 6 | 6 | Laying and consolidation of stone metal soling coat to water bound macadam specification carrying the metal from stacks, and spreading totem lets, screening and spreading the binding material, consolidating the stone metal an blinding roller, excluding the cost of templates, barriers and lighting arrangement and chowkidars. | | 667.15 | pcum |
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| 7 | 7 | Laying and consolidation of stone metal wearing coat to water-bound macadam specification on including mixing side dowels carrying the metal from stacks and spreading to templates, screening and spreading the stone metal and building material, to proper camber, with road roller, excluding the cost of templates barriers and lighting arrangement and chowkidars. | | 1001.26 | pcum |
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| 8 | 8 | Prov and laying of primer coat with emulsion @60kg p/100 sqm | | 9274.5 | psqm |
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| 9 | 9 | Prov and laying of tack coat with emulsion VG-10 @30kg P/100 sqm | | 9274.5 | psqm |
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| 10 | 10 | Prov. & laying of 25mm thick premix carpet and seal coat type 'B' using bajri 13.2mm @ 2.30 cum per 100 sqm, bajri 11.2mm, 1.10cum and store dust 0.60 cum for seal coat per 100 sqm surface area. The binder shall be also supplied by the contractor and will be used @ 120 kg/100sqm for bajri 13.2mm62 Kg/100 sqm for bajri 11.2mm and 68 Kg/100 sqm for seal coat including mixing and heating bajri and bitumen in a hot mix plant and mix in the proportion as per design criteria as fully specified in specification (latest edition) carriage of premixed material from plant to site of work (for all leads and lift) and laying the same with paver and rolling it with road roller to achieve specified value of compaction (strength and surface) accurately complete including the cost of establishment cost of fuel operational and working charges of all kinds of machinery and setting up field laboratory for quality control, plan transportation lighting arrangement, signals, and chowkidar etc. excluding the cost of tack coat but including the cost of bitumen complete in all respect to the entire satisfaction of the Engineer-In-Charge. | | 9274.5 | psqm |
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| 11 | 11 | Prov and fixing precast CC 1:2: 4 through vibrator with stone aggregate 20mm nominal size in kerb and channel the like items finished smooth with 6mm thick cement plaster 1:2 on the exposed surface including frame work placing and fixing in position including cost of pointing etc complete at the ground level as per satisfaction of the engineer in charge | | 283 | pcum |
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| 12 | 12 | Prov and fixing precast CC 1:2: 4 through vibrator with stone aggregate 20mm nominal size in tile and channel & like items finished smooth with 6mm thick cement plaster 1:2 on the exposed surface including frame work placing and fixing in position including cost of pointing etc complete at the ground level as per satisfaction of the engineer in charge | | 81 | pcum |
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