|
| 1 | Earth work excavation forHard 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 hardrockrequiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum |
| 2 | Preparing the Existing surface to laying the road to Proper Gradient and remove the loose soil without damage the Water Supply and other Pipe lines. The Rate inclusive of all charges such as Earth work and remove the same away from the site etc, complete as per standard specifications. |
| 3 | Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.S.NO -94 -DATA 2022-2023 |
| 4 | Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev-5 Specifications S.NO -95 DATA 2 2022-2023 |
| 5 | Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 kgs of bituminous Emulsion (RS) for 10square meter 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 Rev-5 Specifications S.NO -96 DATA 2 2022-2023 |
| 6 | Providing and laying 50 mm compactedthick dense bituminous macadamusing 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 60/70bitumenfor premixing per 10 sqm including cost and conveyance of all materials toC 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 byVibratory roller tothe 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 20-30tC M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all other tools and plants required,includingall other incidental charges etc.,complete using C M P clause 505 of MORTH Rev-5 specifications.S.NO -96 DATA 2 2022-2023 |
| 7 | Providing and laying Bituminous concrete to 30mm thickusing 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 with45.27 kgs of 60/70bitumen & 5.03Kg of Plastic waste (Total-50.30 kg) andfor premixing per 10 sqmincluding cost and conveyance of all materials toC 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 byVibratory roller tothe 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 20-30tC M P with bitumen boiler,tipper trucks, paver finisher, Vibratory rollers and all other tools and plants required,includingall other incidental charges etc.,complete using C M P clause 507 of MORTH Rev-5 specifications. |
| 8 | Plain Cement Concrete 1:4:8 (one part of cement, five part of Crushed Stone Sand (M- Sand) and Ten part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification |
| 9 | Providing form work for centering and shuttering for all Plain and reinforced concrete works including strutting and removing the same after the specified period etc., complete as per standard specification |
| 10 | Plain Cement Concrete 1:1.5:3 (One part of Cement, one and half part of Crushed Sand (M- Sand), three coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification |
| 11 | Providing and fixing Bitumen Pad for Expansion joint in between pavement slabs to 12mm thick and fixed as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specification |
| 12 | Removal of excavated excess earth away from the site to 2K.M including loading and transporatiobn charges etc., complete as per standard specification |
| 13 | GST 18% |
