| 1 | 1 | Earthwork excavation in all soils and sub soils with initial lead of 10 m and lift of 2 m etc., complete asper standard specification as per SS 20 A for road work | | 1080 | M3 |
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| 2 | 2 | Construction of Granular Sub base by providing Grade I materials spreading in uniform layers onprepared surface, mixing by mix in place method at OMC andcompacting with vibratory roller to achieve thedesired density, including all labour charges etc., completeas per clause 401 of MORTH & H specifications | | 1013 | M3 |
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| 3 | 3 | Collection, Supply and filling of soling gravel including cost and conveyance of gravel to work site and all labour charges for stacking them to departmental gauge at road sides for premeasurement by the departmental officers and spreading and compacting in layers as directed by the dept officers. As per clause 301 & 305 of MORTH Specification. | | 324 | M3 |
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| 4 | 4 | Providing , Laying, Spreading and Compacting graded stone aggregates to Wet Mix Mecadam using 0.396m3 of 45-22.40mm graded metal, 0.528m3 of 22.40-2.36 mm graded metal and 0.396m3 of 4.75mm and below size graded stone aggregates to Wet Mix Mecadam specification including pre-mixing the materials with water at O.M.C. in mechanical mix plant carriage of mixed materials by tipper to site layig in uniform layer with paver in sub - base / base course on well prepared surface and compacting with vibratotr 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 MORTH specifications 406. | | 1013 | M3 |
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| 5 | 5 | Providing and laying Prime coat 7 Kg / 10 Sq.m over Wet Mix Mecadam surface using of R.S Emulsion Bitumen for 10 Sq.m and cost of Emulsion Bitumen which will be supplied and procured by the contractor himself at his own cost as per special condition appended including labour charges for preparing the surface for laying the tack coat over it and for applying the required quantity of bituminous by mechanical sprayer including hire and fuel for all tools and plants employed etc., complete as per clause 502 of MORTH Specifications | | 6750 | M2 |
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| 6 | 6 | Providing and laying Tack coat 2.50 Kg / 10 Sq.m over Wet Mix Mecadam surface using of R.S.Emulsion Bitumen for 10 Sq.m and cost of Emulsion Bitumen which will be supplied and procured by the contractor himself at his own cost as per special condition appended including labour charges for preparing the surface for laying the tack coat and for applying the required quantity of bituminous by mechanical sprayer including hire and fuel for all tools and plants employed etc., complete as per clause 503 of MORTH Specifications | | 6750 | M2 |
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| 7 | 7 | Providing and laying 50 mm consolidated thick Dense Bituminuous Macadam using 0.24 cum of 26.50-13.20 mm IRC size HBG metal 0.25 cum of 13.20-2.36 mm IRC size HBG metal.0.23 cum of 2.36 mm and below with 53.20 kgs of 60/70 grade bulk bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site,heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant20-30 tons 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 grade and cross sections and compacted by vibratory roller to the required density etc., including labour for loading for loading bitumen into bitumen tank and metal feeder unit,labour for attending to paver site etc including hire charges and fuel charges for 20-30 T CMP with bitumen boiler , tipper trucks paver finisher,vibratory rollers and all other tools and plant required including all other incidental charges etc., complete as per specification usingCMP as perclause 503 of MORTH. | | 338 | M3 |
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| 8 | 8 | Providing and laying Bituminuous Concrete to 30 mm thick using 0.13 cum of 19.00-9.50 mm IRC size HBG metal 0.17 cum of 9.50-2.36 mm IRC size HBG metal.0.26 cum of 2.36 mm and below with 50.30 kgs of 60/70 grade bulk bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site,heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant20-30 tons capacity,conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 40 mm with mechanical paver to the specified grade and cross sections and compacted by vibratory roller to the required density etc., including labour for loading for loading bitumen into bitumen tank and metal feeder unit,labour for attending to paver site etc including hire charges and fuel charges for 20-30 T CMP with bitumen boiler , tipper trucks paver finisher,vibratory rollers and all other tools and plant required including all other incidental charges etc., complete as per specification usingCMP as perclause 507 of MORTH. | | 203 | M3 |
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| 9 | 9 | Providing Road Marking with Hot Applied Thermo Plastic compound of Best Quality including cost and conveyance and labour charges etc complete. 2.5 mm thick including reflectorising glass beads @250 gm per sqm. | | 375 | M2 |
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| 10 | 10 | Earthwork excavation for foundation in all soils and sub soils in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and depositing on bank with initial lead and lift of 10m & initial lift of 2m etc., complete as per SS20B . | | 186 | M3 |
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| 11 | 11 | Plain Cement Concrete 1:4:8 mix (One Cement, Four Fine Aggregate and Eight Course Aggregate) Using 40mm Brick Jelly metal including all cost conveyance of materials and labour charges including vibrating charges etc. complete as per standard specification and as directed by departmental Engineers(TNBP No.28). | | 30 | M3 |
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| 12 | 12 | Supply and Laying of 450mm dia RCC Np3 Pipes including Cost and Conveyance Charges etc Complete. | | 15 | Rm |
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| 13 | 13 | Supplying and Erecting , Centering charges for Sides and Soffits of Plain Surface including Supports and Strutting for PCC work including cost and labour charges etc., complete as per standard specification. | | | |
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| 14 | 13.1 | Sidewall above 1.00 m height | | 740 | M2 |
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| 15 | 13.2 | Sidewall above 1.00 m height | | 238 | M2 |
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| 16 | 14 | Plain Cement Concrete 1:3:6 mix (One Cement, Three Fine Aggregate and Six Coarse Aggregate) Using 20mm ISS HBG metal for Side wall including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers | | 274 | M3 |
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