| 1 | 1 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand,silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering, ,and baling out water and cleaning and levelling the site etc.,complete | | 168 | cum |
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| 2 | 2 | Providing Granular surface base to the required surface using quarry rubbish including cost of material and cost of labour for stacking,spreading and consolidating layer by layer (Each layer not exceeding 100mm ) including hire charges of Roller etc,complete as per the direction of Departmental officers. | | 112 | cum |
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| 3 | 3 | Plain Cement Concrete 1:4:8 mix (One Cement, Four Fine Aggregate and Eight Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28). | | 56 | cum |
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| 4 | 4 | Removal of excavated excess earth including conveyance charges and all labour charges for filling etc complete | | 115 | cum |
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| 5 | 5 | Providing advance patchwork using 50mm consolidated thickness by using 1 m3 of 13.20mm IRC metal with 44 kg of bitumen 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 yhe deoatrmental metric guage for he premeasurement heating the bitumen in bitumin boiler ,heating the aggregates and mixing carpet only rolling by 60-70 Kn power roller for premix carpet and seal coat seperately including labour charges for spreading seal coat over premix carpet,including labour charges for spreading seal coat seperately over premix carpet etc.including higher charges abd fuel charges for ,bitumen boiler and all other tools and plant employed etc.complete as per specification | | 51 | cum |
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| 6 | 6 | Providing and laying Tack coat of 2kgs/10 sqm over the BT surface teated with binder using 2 kgs of bituminous Emulsion (RS) for 10sqm area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH specification | | 5105 | Sqm |
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| 7 | 7 | Providing and laying 50 mm compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 505 of MORTH Rev-5 specifications. | | 255 | Cum |
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| 8 | 8 | Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal with 45.27 kgs of 60/70 bitumen & 5.03Kg of Plastic waste (Total-50.30 kg) and for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 40mm / 30mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc., including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, Vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 507 of MORTH Rev-5 specifications. | | 154 | Cum |
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| 9 | 9 | Providing and laying of hot applied thermoplastic compound 2.0 mm thick including reflective glass beads @ 250gms per sqm area thickness of 2.5mm as per IRC:35. The finished surface to be level, uniform and free form streaks and holes all complete as per Technical specifications and as directed by the Engineer – in – Charge | | 135 | Sqm |
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| 10 | 10 | Supply and fixing of reflective road studs as per IRC standards with single shunks on road side border paingting area and middile line on 3 meter intervels including cost and all labour charges etc complete | | 435 | Each |
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