| 1 | 1 | icking the existing BT surface to 50 mm, deep and replacing the metal fit for reuse, to bring the existing surface to camber including leveling and sectioning as directed by the Departmental officers including labour and hire charges for tools and plants and all other incidental charges etc., complete as per standard specifications. | | 1750 | m² |
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| 2 | 2 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 100 mm thick specification including premixing the materials with water at OMC in mechanical 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 achieve 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. | | 525 | m³ |
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| 3 | 3 | Providing and laying Prime Coat over WBM / WMM surface using 7 Kgs of Emulsion Bitumen (SS1) per 10 m² 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 per Clause 502 of MORTH Rev-5. | | 5250 | 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 (RS-1) per 10 m² 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 per clause 503 of MORTH Rev-5. | | 5250 | m² |
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| 5 | 5 | Providing and laying 50 mm consolidated thick Dense Bituminous Macadam using 0.24 m³ of 26.50-13.20 mm, 0..25 m³ of 13.20-2.36 mm and 0.23 m³ of 2.36 mm & below and with 53.20 Kgs of VG30 / VG40 bitumen for premixing per 10 m² 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, 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 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9 m 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. | | 263 | m³ |
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| 6 | 6 | Providing and laying Bituminous Concrete to 30 mm thick using 0.13 m³ of 19.00-9.50 mm, 0.17 m³ of 9.50-2.36 mm and 0.26 m³ of 2.36 and below with 50.30 Kgs of VG30 / VG40 bitumen for premixing per 10 m² 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 40 mm 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 with bitumen boiler, tipper trucks, Paver Finisher / 9 m 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. | | 158 | m³ |
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| 7 | 7 | Providing and erecting direction and place identification sign made of high intensity grade sheeting vide clause 801.3, fixed over GI sheets 30 cm wide and 1.6 mm thick with area not exceeding 0.9 m² supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing as per IRC:67, 801 of MORTH specification. | | 1.5 | m² |
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| 8 | 8 | Providing and erecting reinforced cement concrete M 15 grade ordinary kilometre stone of standard design fixing in position including painting and labour charges etc as per IRC:8-1980, and 804 of MORTH specification. | | 1 | No |
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| 9 | 9 | Providing and erecting reinforced cement concrete M 15 grade Hectometre stone of standard design fixing in position including painting and labour charges etc as per IRC:8-1980, and 804 of MORTH specification. | | 6 | Nos. |
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