Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.5 LAdmitted-Finance | ₹35.5 L | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | Rejected-Technical Evaluation Rejected |
| Sl No | Description | Qty | Unit | T T CONSTRUCTION L1 |
|---|---|---|---|---|
| 1.00 | Earth Work Excavation in all Soil with Initial Lead and Left etc., Complete a) Ordinary Soil (SS 20 A) Earth work excavating and depositing on bank with intial lead of 10 m & initial lift of 2 m in and, silt or other loose Soil, Wet Sand or silt not under water, light black cotton soil sandy loam and 106.25 cum 116.88 ordinary soil including excavated earth (SS 20 A) | 673 | m3 | 187 ₹1,25,850.53 Lowest |
| 2.00 | Removal of Excavated Excess Earth away from the site to 2 K.M including loading and transportation charges etc, complete as per standard | 404 | m3 | 88.4 ₹35,713.47 Lowest |
| 3.00 | 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. | 116 | m3 | 5,068.06 ₹5,87,881.94 Lowest |
| 4.00 | Providing and laying Prime coat of 7kgs/10sqm 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 | 1,651 | m2 | 453.99 ₹7,49,529.23 Lowest |
| 5.00 | Providing and laying tack coat of 2.5kgs/10sqm 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 binderas tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications | 294 | m3 | 5,713.33 ₹16,79,717.84 Lowest |
| 6.00 | Providing and laying tack coat of 2kgs/10sqm over the BT 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 binderas tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications | 337 | m2 | 263.13 ₹88,676.33 Lowest |
| 7.00 | Providing and laying 50 mm compacted thick dense bituminous macadam using 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 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C 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 s sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all her tools and plants required,including all other incidental charges etc.,completeusing C M P clause 505 of MORTH Rev-5 specifications. | 77 | m2 | 605.31 ₹46,608.91 Lowest |
| 8.00 | Providing and laying 50 mm compacted thick dense bituminous macadam using 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 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C 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 s sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all her tools and plants required,including all other incidental charges etc.,completeusing C M P clause 505 of MORTH Rev-5 specifications. | 12 | qtl | 8,110.83 ₹97,329.93 Lowest |
| 9.00 | Providing and laying 50 mm compacted thick dense bituminous macadam using 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 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C 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 s sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all her tools and plants required,including all other incidental charges etc.,completeusing C M P clause 505 of MORTH Rev-5 specifications. | 12 | m3 | 7,221.76 ₹86,661.14 Lowest |
| 10.00 | Providing and laying 50 mm compacted thick dense bituminous macadam using 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 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C 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 s sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all her tools and plants required,including all other incidental charges etc.,completeusing C M P clause 505 of MORTH Rev-5 specifications. | 7 | m3 | 6,176.81 ₹43,250.05 Lowest |
Tender Value
₹50 L
EMD Value
₹50,000
Closing Date
2 Sept 2026, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
New Construction of Storm water drain and Culvert at Periyar Nagar and Sri Dhanalakshmi Nagar in Ward no . 52, East zone
2026_MAWS_694694_4
E57/2026-Two Cover-EZ
Open Tender
Civil Works
Works
150 days
Coimbatore city municipal corporation, Townhall
As per tender conditions
5 documents required · 5 mandatory
₹0
₹50,000
18 Sept 2026
17 Aug 2026
3 Sept 2026
17 Aug 2026
2 Sept 2026
17 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth Work Excavation in all Soil with Initial Lead and Left etc., Complete a) Ordinary Soil (SS 20 A) Earth work excavating and depositing on bank with intial lead of 10 m & initial lift of 2 m in and, silt or other loose Soil, Wet Sand or silt not under water, light black cotton soil sandy loam and 106.25 cum 116.88 ordinary soil including excavated earth (SS 20 A) | 673 | m3 | - | - |
| 2 | Removal of Excavated Excess Earth away from the site to 2 K.M including loading and transportation charges etc, complete as per standard | 404 | m3 | - | - |
| 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. | 116 | m3 | - | - |
| 4 | Providing and laying Prime coat of 7kgs/10sqm 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 | 1,651 | m2 | - | - |
| 5 | Providing and laying tack coat of 2.5kgs/10sqm 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 binderas tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications | 294 | m3 | - | - |
| 6 | Providing and laying tack coat of 2kgs/10sqm over the BT 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 binderas tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications | 337 | m2 | - | - |
| 7 | Providing and laying 50 mm compacted thick dense bituminous macadam using 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 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C 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 s sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all her tools and plants required,including all other incidental charges etc.,completeusing C M P clause 505 of MORTH Rev-5 specifications. | 77 | m2 | - | - |
| 8 | Providing and laying 50 mm compacted thick dense bituminous macadam using 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 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C 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 s sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all her tools and plants required,including all other incidental charges etc.,completeusing C M P clause 505 of MORTH Rev-5 specifications. | 12 | qtl | - | - |
| 9 | Providing and laying 50 mm compacted thick dense bituminous macadam using 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 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C 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 s sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all her tools and plants required,including all other incidental charges etc.,completeusing C M P clause 505 of MORTH Rev-5 specifications. | 12 | m3 | - | - |
| 10 | Providing and laying 50 mm compacted thick dense bituminous macadam using 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 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C 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 s sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all her tools and plants required,including all other incidental charges etc.,completeusing C M P clause 505 of MORTH Rev-5 specifications. | 7 | m3 | - | - |
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.50 MB
BuildingSWDDocument.pdf
Tender Documents • 0.94 MB
ITB.pdf
Additional Documents • 0.19 MB
BOQ_835324.xls
BOQ • 0.27 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .