| 1 | 1 | Providing and laying Granular Sub Base (GSB) to required thickness on the prepared sub grade minimun CBR value 30 Grading conorming to table 400-1/200-2 of MORTH - Revision- IV with sand, gravel, crushed stone or quarry fines and or any other granular material or combination to given CBR of 30 on prepared sub grade in accordance with the requirements of the specifications including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 401 of MORTH Rev-5 (Mix-in-place | BI01010001010000000000000515BI0100001113 | 1102 | m3 |
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| 2 | 2 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250 mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 | BI01010001010000000000000515BI0100001114 | 1062 | m3 |
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| 3 | 3 | Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MORTH Rev-5 | BI01010001010000000000000515BI0100001115 | 7080 | m2 |
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| 4 | 4 | Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 03 of MORTH Rev-5 | BI01010001010000000000000515BI0100001116 | 7080 | m2 |
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| 5 | 5 | Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50-13.20mm, 0..25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20 Kgs of VG30/60/70 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 them in required temperature in central hot mix plant 20-30 ton capacity,conveying the mix by tipper trucks to work site, preading 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 20-30 t 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 | BI01010001010000000000000515BI0100001117 | 354 | m3 |
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| 6 | 6 | Providing and laying Bituminous Concrete to 30 mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-.36mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG30/ 60/70 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 them in 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 8-10 tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP ith 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 | BI01010001010000000000000515BI0100001118 | 212.4 | m3 |
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| 7 | 7 | Supply delivery and filling of Gravel in layer of not more than 15cm thick including watering with all layers and consolidation complying with standard specifications inlcuding cost and conveyance of all materials and labour charges etc., complete | BI01010001010000000000000515BI0100001119 | 88.5 | m3 |
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| 8 | 8 | Providing and laying of Hot applied Thermo Plastic Compound 2.50mm thick including reflecting glass beads 250 Gms/Sqm. Area exclusive of surfaced applied glass beads IRC -35, the surface to be laid uniformly and free from streaks and holes etc., complete as per standard specifications | BI01010001010000000000000515BI0100001120 | 354 | m2 |
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| 9 | 9 | Providing and erecting Direction and Place Identification Retro-reflectorised Sign Made out of High Intensity Prismatic Grade Sheeting confirming to TYPE-IV standards of IRC-67: 2012 and ASTM D 496-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supported on a mild steel angle post 75x75x6mm with a clear hight of no less than 2.10 from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed forundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflector sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No.801) | BI01010001010000000000000515BI0100001121 | 0.9 | m2 |
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