| 1 | 1 | Picking 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. | | 1000 | M2 |
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| 2 | 2 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150 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. | | 450 | 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. | | 3000 | 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. | | 3000 | 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. | | 150 | 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 46.28 Kgs of VG 30 / VG 40 bulk bitumen and 4.02 kg of shredded plastic waste (8% of bitumen weight) 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. | | 90 | M3 |
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| 7 | 7 | Earth work excavation for foundation in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock inclusive of shoring strutting and balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15 cm thick well rammed and consolidated and depositing the surplus earth with in the compound in places shown by the departmental officers with initial lead of 10 meters and initial lift of 2 meters including cost of all labour charges etc., complete as per standard specification SS 20B. | | 481 | M3 |
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| 8 | 8 | Cement concrete of mix 1:4:8 (one part of cement four part of sand and eight part of aggregates) using 40 mm gauge machine broken granite stone jelly for foundation including de watering if found necessary and laid in layers of not more than 15 cm thick well rammed and consolidated etc complying with standard specification. | | 97 | m3 |
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| 9 | 9 | Supplying and erecting shuttering including necessary supports plain surfaces in foundation and basement in all floors for reinforcement cement concrete works such as pedestal bed blocks, staircase steps, RCC column, grade beams, plinth beam etc. using mild steel sheets of size 90x60 cm and B.G. 10 gauge stiffened with welded mild steel angles of size 25x25x3 mm for boarding laid over silver oak country wood joists of size 10x6.5 cm spaced at about 90 cm center to center and supported with casurina props of 10 to 13 cm Ø spaced at 75 cm center to center at suitable intervals etc. complete complying with standard specification. | | 1215 | m2 |
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| 10 | 10 | Cement concrete 1:2:4 (one part of cement two part of sand and four part of aggregates) using machine broken granite jelly of 20 mm size for all cement concrete works excluding cost of centering shuttering strutting and also cost of reinforcement grill in position but including laying vibrating with mechanical vibrators using finishing etc complete, as directed by the departmental officers etc complete complying with standard specification. | | 203 | m3 |
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| 11 | 11 | 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. | | 150 | m2 |
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| 12 | 12 | 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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| 13 | 13 | 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. | | 5 | Nos |
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