| 1 | 1 | Advance Patch work 13.20mm Providing Advancve Patch work using 50mm consolidated Thickness by using 1 m3 of 13.20mm IRC Metal with 44kg of Bittumen per 1 m3 of Metal For Pre Mixing For existing surface advance Patch work including cost and conveyance of materials to the work site and stacking them to the departmental metric guage for the premeasurement, heating the bitumen in bitumen boiler, heating the aggregates and mixing them with bitumen in mini hot mix plant for premix carpet only rolling by 60-70KN power roller for premix carpet and seal coat seperately including labour charges for spreading the mix for premix carpet application of bitumen for seal coat over premix carpet, including labour charges for spreading seal coat seperately over premix carpet etc. including higher charges and fuel charges for , bitumen boiler and all other tools and plant employed etc. complete as per of MoRTH Rev - V Specifications | BI01010001010000000000000515BI0100001112 | 24 | 1 M3 (One Cubic Meter) |
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| 2 | 2 | Providing and laying Tack Coat over existing BT surface using 2.00 Kg Bitumen Emulsion (RS1) per 10 Square meters for preparatory to another bituminous construction over it including cost of material,labour charges, rental for machinery,fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 | BI01010001010000000000000515BI0100001113 | 1800 | 1 M2 \n(One Square Meter)\n |
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| 3 | 3 | Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min. required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20- 30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 | BI01010001010000000000000515BI0100001114 | 91 | 1 M3 (One Cubic Meter) |
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| 4 | 4 | Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00 - 9.50mm, 0.17cum of 9.50 -2.36mm and 0.26cum of 2.36 and below metal by adding the shredded plastic 10% of bitumen quantity 5.03kgs( 50.3 x10%=5.03 Kg) shredded plastic waste ( Supplied at free of cost) over the aggregate heated to 170 degree celcious in central hot mix plant , mixed well with 45.27 kgs of hot bitumen of VG30 / VG40 bitumen (160 degree celcious) 60/70 grade for premixing per 10sqm lay 30mm compacted thick of bituminious concrete including the cost of materials and conveyance of all materials and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 80-100 KN Vibratory roller / Pneumatic Roller to the required density etc., including labour for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5. Specification | BI01010001010000000000000515BI0100001115 | 55 | 1 M3 (One Cubic Meter) |
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| 5 | 5 | Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads at 250 gms per sq.m area, thickness of 2.5 mm exclusive of surface applied glass beads as per IRC : 35. The finished surface to be level, uniform and free from streaks and holes.including all cost of materials,labours,etc..,complete as per standard specifications. | BI01010001010000000000000515BI0100001116 | 70 | 1 M2 \n(One Square Meter)\n |
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| 6 | 6 | Supply and filling of US gravel including cost and conveyance charges and loading and unloading charges and stacking them on road side as per departmental gauge including filling of well gravel for a layer of 15cm thick and consolidated by hand roller including all labour charges and all other incidential charges etc. complete as per standard specification | BI01010001010000000000000515BI0100001117 | 63 | 1 M3 (One Cubic Meter) |
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| 7 | 7 | Manufacturing, supply & fixing of Retro-Reflective Road name sign board single arrow size 1.0x0.5m size made out of wide angle cube corner micro prismatic grade sheeting conforming to IRC 67:2010& Type XI standards of ASTM D 4956-09 specifications and fixed over 2mm thick aluminium sheet & back support frame of stainless steel supported by 32NB stainless steel pipe all around and 65NB pipe vertical post firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 30cmx30cmx45cm etc complete. The information message shall be made out of cut out letters in Blue color transparent overlay film as per IRC 67-2010 Guidelines, 7 years pre qualification warranty for Retro Reflective sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the reflective sheeting offered shall be submitted by the contractor. | BI01010001010000000000000515BI0100001118 | 2 | 1No\n(One Number)\n |
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| 8 | 8 | Raising of Manholes with including dismantling the existing concrete and remove carefully the existing manhole cover slab and providing cement concrete 1:11/2:3 side wall centering works and fixing the exising Manhole cover frame and cover slab etc and removal of the debries etc complete with including cost and conveyance of all materials and including all labour charges etc complete | BI01010001010000000000000515BI0100001119 | 13 | 1No\n(One Number)\n |
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| 9 | 9 | Cement concrete of mix in 1:4:8 (one cement – four sand – eight broken stone) using ISS Hard broken granite stone jelly of 40 mm gauge from approved quarry to working site including cost of conveyance of all materials to working site and all labour charge for mixing, placing, compaction, finishing and curing by the direction of departmental engineers instruction etc, complete and as per standard specification | BI01010001010000000000000515BI0100001120 | 141 | 1 M3 (One Cubic Meter) |
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| 10 | 10 | Supplying and Erecting of centering for sides and so fits including necessary supports and shuttering to the required height for RCC works with standard Specifications etc. complete | BI01010001010000000000000515BI0100001121 | 75 | 1 M2 \n(One Square Meter)\n |
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| 11 | 11 | Plain Cement Concrete 1:1.5:3 (one cement one and half sand and three aggregate) using 20mm gauge machine broken hard granite machine crushed metal from approved quarry to working site including cost of conveyance of all materials to working site and all labour charge for mixing, placing, compaction, finishing and curing by the direction of departmental engineers instruction etc, complete and as per standard Specifications. | BI01010001010000000000000515BI0100001122 | 211 | 1 M3 (One Cubic Meter) |
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| 12 | 12 | Providing and fixing Bitumen Pad for Expansion joint in between pavement slabs to 12mm thick and fixed as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specification. | BI01010001010000000000000515BI0100001176 | 29 | 1 M2 \n(One Square Meter)\n |
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| 13 | 13 | G.S.T FOR 12% | BI01010001010000000000000515BI0100001176 | 12 | Percentage |
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