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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹7.1 L+₹4,137.92 (0.59%)Rejected-Finance | L2 | Rejected-Finance Reject | |
| 3 | L3₹7.3 L+₹24,854.57 (3.53%)Rejected-Finance | L3 | Rejected-Finance reject |
| Sl No | Description | Qty | Unit | MJ Infrastructures L1 | ZAHID TRADING COMPANY L3 | M.S.& CO L2 |
|---|---|---|---|---|---|---|
| 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) | 19 | m3 | 205.7 ₹3,908.3 Lowest | 212.96 ₹4,046.24 | 206.91 ₹3,931.29 |
| 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 specification. For 1M3 | 12 | M3 | 57.74 ₹692.89 Lowest | 59.77 ₹717.24 | 58.09 ₹697.08 |
| 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. | 13 | M3 | 1,412.44 ₹18,361.67 Lowest | 1,462.28 ₹19,009.64 | 1,420.16 ₹18,462.08 |
| 4.00 | Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion for 10 square 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 V Specifications | 465 | M2 | 94.35 ₹43,872.75 Lowest | 97.68 ₹45,421.2 | 94.91 ₹44,133.15 |
| 5.00 | Providing and laying Tack coat of 2.5 kgs/10 sqm over the Prime surface treated with binder using 2.5 kgs of bituminous Emulsion for 10 square 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 V Specifications | 465 | M2 | 23.8 ₹11,067 Lowest | 24.64 ₹11,457.6 | 23.94 ₹11,132.1 |
| 6.00 | Providing and laying tack coat of 2kgs/10 sqm over the BT surface treated with binder using 2 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 Specifications | 115 | m2 | 31.45 ₹3,616.75 Lowest | 32.56 ₹3,744.4 | 31.64 ₹3,638.6 |
| 7.00 | Providing and laying 50 mm consolidated thick Dense bituminous macadam using 0.24 cum of 26.5-13.20 mm graded metal, 0.25 cum of 13.20-2.36 mm graded metal and 0.23 cum of 2.36 mm & below with 53.20 Kgs of VG30 / VG40 Bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to the required temperature and mixing the minimum 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 50 mm with mechanical paver to the specified grades and cross sections and compaction by 80-100 KN Vibratory Roller / Pneumatic roller to the required density etc., including labour for loading bitumen in to bitumen tank and metal to feederunit, labour for attending to paver site etc., including hire charges and fuel charges for 20-30 t C M P with bitumen boiler, tipper trucks, paver finisher/9m paver finisher, Vibratory/Pneumatic rollers and all other tools and plants required, including all other incidental charges etc., complete as per specification using C M P clause 505 of MORTH REV-5 specifications | 29 | M3 | 13,003.3 ₹3,77,095.7 Lowest | 13,462.24 ₹3,90,404.96 | 13,079.79 ₹3,79,313.91 |
| 8.00 | Providing and laying Bituminous Concrete to 30mm thick using 10% of Plastic Waste and 0.13 cum of 19.00 - 9.50mm, 0.17cum of 9.50 -2.36mm and 0.26cum of 2.36 and below with 45.27kgs of VG30 / VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m 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. | 18 | M3 | 13,644.62 ₹2,45,603.25 Lowest | 14,126.2 ₹2,54,271.6 | 13,724.89 ₹2,47,048.02 |
Tender Value
₹10 L
EMD Value
₹10,000
Closing Date
29 Jun 2026, 3:00 pmClosed
Assistant Commissioner, Central Zone,Coimbatore Co
The Assisstant Commissioner, Coimbatore City Municipal Corporation, Central Zone, Hosur road, Coimbatore 641 018.
Providing B.T Patches at Ward areas in ward no 80, Central zone,Coimbatore Corporation
2026_MAWS_681469_21
e1/2026-CZ
Open Tender
Civil Works
Works
90 days
Central Zone, Coimbatore Corporation
As per the tender condition attached
5 documents required · 5 mandatory
₹0
₹10,000
1 Oct 2026
20 Jun 2026
30 Jun 2026
20 Jun 2026
29 Jun 2026
20 Jun 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) | 19 | 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 specification. For 1M3 | 12 | 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. | 13 | M3 | - | - |
| 4 | Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion for 10 square 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 V Specifications | 465 | M2 | - | - |
| 5 | Providing and laying Tack coat of 2.5 kgs/10 sqm over the Prime surface treated with binder using 2.5 kgs of bituminous Emulsion for 10 square 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 V Specifications | 465 | M2 | - | - |
| 6 | Providing and laying tack coat of 2kgs/10 sqm over the BT surface treated with binder using 2 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 Specifications | 115 | m2 | - | - |
| 7 | Providing and laying 50 mm consolidated thick Dense bituminous macadam using 0.24 cum of 26.5-13.20 mm graded metal, 0.25 cum of 13.20-2.36 mm graded metal and 0.23 cum of 2.36 mm & below with 53.20 Kgs of VG30 / VG40 Bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to the required temperature and mixing the minimum 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 50 mm with mechanical paver to the specified grades and cross sections and compaction by 80-100 KN Vibratory Roller / Pneumatic roller to the required density etc., including labour for loading bitumen in to bitumen tank and metal to feederunit, labour for attending to paver site etc., including hire charges and fuel charges for 20-30 t C M P with bitumen boiler, tipper trucks, paver finisher/9m paver finisher, Vibratory/Pneumatic rollers and all other tools and plants required, including all other incidental charges etc., complete as per specification using C M P clause 505 of MORTH REV-5 specifications | 29 | M3 | - | - |
| 8 | Providing and laying Bituminous Concrete to 30mm thick using 10% of Plastic Waste and 0.13 cum of 19.00 - 9.50mm, 0.17cum of 9.50 -2.36mm and 0.26cum of 2.36 and below with 45.27kgs of VG30 / VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m 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. | 18 | M3 | - | - |
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