Tender For Providing Bt Road At Thendral Nagar 4Th Street (035018R1716), Sri Sakthi Nagar Extension Back Side (035019R1751), Sri Ram Nagar 6Th Street (035021R1014), Phase Iv Ewss 1St Street (035022R1922), Phase Iv Ewss 2Nd Street (035022R1923), P
Tender Overview
Project Description
Providing Bt Roadat Thendral Nagar 4Th Street ( 035018R1716 ) , Sri Sakthi Nagar Extension Back Side ( 035019R1751 ) , Sri Ram Nagar 6Th Street ( 035021R1014 ) , Phase Ivewss 1St Street ( 035022R1922 ) , Phase Ivewss 2Nd Street ( 035022R1923 ) , Phase Ivhiv 1St Street To 2Nd Joint Street ( 35022R1924 ) , Phase Ivhiv 3Rd West Street ( 035022R1925 ) , Phase Iv Hig To L Type Joint Street ( 035022R1931 ) , Azhagiri Nagar 7Th Street ( 035023R1112 ) , Annamalai Nagar ( 035023R1089 ) , Murugan Layout ( 035023R1111 ) , Annamalai Nagar 1St Street ( 035023R1944 ) , Vana Mouli Street ( 035024R2002 ) , Phase 1 19Th Street ( 035025R2012 ) , Phase 1 22Nd 2Nd West Cross Street ( 035025R2017 ) , Kulathu Street ( 035028R1319 ) , Bogi Street ( 035028R1291 ) , Ward No18, 19, 20, 21, 22., 23, In Zone-Ii, Vellore Corporation
BOQ
| Sl. No. | Item Description |
| 1 | Earth work excavation and depositing on bank with and initial lead of 10 meters and initial lift of 2 meters in sand, silt are other loose soil, wit sand are silt not under water,light black cotton soil, sandy loam ordinary soil includingexcavated earth SS.20B etc.,complete 10 cum |
| 2 | Providing of Granular Sub base using Grade-I material s of table 400-1 of morth within minimum CBR 30 spreadingin uniform layers with mortar grader on prepared surface,mixin by paice method at OMC and compacting with vibratory Roller to achieve the desired density including all labour etc., complete as per technical specification and as directed by the departmental officers,Morth- Rev V No. 111,112,401,900 |
| 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 | Providing and Laying of Hot applied Thermoplastic Compound 2.5 mm thick including reflectorising glass beads at 250 gms / Sq meter area thickness of 2.5 mm thick exclusive of surface applied glass beads as per IRC 35, The finished surface to be levelled, Uniform and free from streaks and holes etc as per MORT & H specification No 803 |
| 9 | Removal of excavated excess earth away from the site to 2K.M including loading and transporatiobn charges etc., complete as per standard specification |
| 10 | GST 18% |
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