Tender For Providing Bt Surface At Ward No.2 Vellarnaickenpalayam Temple Backside Cross-Iv(Unicode No.046002R019), Ward No.3Avaniyur South Cross-I (Unicode No.046003R031), Ward No.5 Konapipe Cross-Iv To Lane -2 (Unicode No.046005R126), Konapipe Cross-V To
Tender Overview
Project Description
Providing Bt Surface At Ward No.2 Vellarnaickenpalayam Temple Backside Cross-Iv ( Unicode No.046002R019 ) , Ward No.3Avaniyur South Cross-I ( Unicode No.046003R031 ) , Ward No.5 Konapipe Cross-Iv To Lane -2 ( Unicode No.046005R126 ) , Konapipe Cross-V To Lane -2 ( Unicode No.046005R129 ) , Konapipe Cross-V To Lane -5 ( Unicode No.046005R132 ) , Ward No.13 Govindasamy Nagar Cross-3 ( Unicode No. 046013R345 ) , Ward No.23 Nesavalar Colony ( Unicode No. 046023R483 ) , Karattukadu ( Unicode No. 046023R484 ) , Karattukadu ( Unicode No. 046023R485 ) , Ward No.25 Bhavani Road North Cross-Iii ( Unicode No. 046025R486 ) , Ward No.26 Pachiyappan Colony-I ( Unicode No. 046026R480 ) , Pachiyappan Colony-Ii ( Unicode No. 046026R481 ) , Pachiyappan Colony-Iii ( Unicode No. 046026R482 ) , Ward No.27 Eri Road ( Unicode No. 046027R479 ) , Eri Road Cross-Vi ( Unicode No. 046027R434 ) In Idappadi Municipality.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 12-Jul-2023 | Corrigendum On Date | Date | 14-Jul-2023 |
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork excavation in all classes of soil excepthard rock requiring blasting and depositing the bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out of water shoring shutting walling and forming protective bunds wherever necessary etc. |
| 2 | Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges 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. |
| 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 |
| 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 |
| 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. |
| 7 | Providing and laying Bituminous concrete to 30/40mm 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 | Add for GST 18% |
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Tender Published
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CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedBid Submission Deadline
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CompletedTender Documents
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