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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC 1 SRI GOKULAM COMPLEX 15 155B MARAPALAM MADUKKARAI COIMBATORE DISTRICT 641 105 | COIMBATORE | TAMIL NADU | 641105 | ₹1.2 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹1.2 CrRejected-Finance 9 K K NAGAR 10TH STREET POLICE QUARTERS ROAD GANAPATHY COIMBATORE 641 006 | COIMBATORE | TAMIL NADU | 641006 | ₹1.2 Cr | L2 | Rejected-Finance High Amount Quoted |
| 3 | L3₹1.2 CrRejected-Finance 42 641 009 | COIMBATORE | TAMIL NADU | 641009 | ₹1.2 Cr | L3 | Rejected-Finance High Amount Quoted |
| Sl No | Description | Qty | Unit | SRI BANU CONSTRUCTIONS L2 | pskassociate L3 | ABBI ASSOCIATES L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in Hard 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 hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 138 | M2 | 60 ₹8,280 | 110 ₹15,180 | 100 ₹13,800 |
| 2.00 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH | 138 | M3 | 2,170 ₹3.0 L | 2,450 ₹3.4 L | 2,450 ₹3.4 L |
| 3.00 | Providing and laying Prime Coat over WMM Surface using 7Kg of Emulsion Bitumen (SS-I) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5 | 1,380 | M2 | 85 ₹1.2 L | 85 ₹1.2 L | 85 ₹1.2 L |
| 4.00 | Providing and laying Tack Coat over WMM Surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 | 1,380 | M2 | 19 ₹26,220 | 19 ₹26,220 | 19 ₹26,220 |
| 5.00 | Providing and laying Tack Coat over existing B.T Surface using 2.00 Kg of Bitumen Emulsion (RS1) per 10 sqm for prparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 | 13,275 | M2 | 28 ₹3.7 L | 28 ₹3.7 L | 28 ₹3.7 L |
| 6.00 | Providing and laying 50mm Consolidated thick Dense Bituminous Mecadam using 0.24 cum of 26.50 –13.20 mm Graded metal and 0.25 cum of 13.20 –2.36 mm Grade metal and 0.23 cum of 2.36 mm & below with 53.20 kgs of 60/70 Grade Bulk bitumen for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20 – 30 ton capacity, Conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 505 of MORTH Rev-5 | 664 | M3 | 10,600 ₹70.4 L | 10,550 ₹70.1 L | 10,530 ₹69.9 L |
| 7.00 | Providing and laying Bituminous Concrete 30mm Consolidated thick using 0.13 cum of 19.00 – 9.50mm,0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 mm & below with 45.27kgs of 60/70 Grade Bulk bitumen and 5.03 kg of shredded Plastic waste for premixing per 10 Sqm including cost and conveyance of all materials to CMP ite, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20 – 30 ton capacity, Conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5 | 399 | M3 | 11,200 ₹44.7 L | 11,200 ₹44.7 L | 11,200 ₹44.7 L |
Updated dates
Tender Value
₹1.5 Cr
EMD Value
₹1.5 L
Closing Date
27 Jan 2026, 3:00 pmClosed
Executive officer
Chettipalayam Town panchayat,Coimbatore District
Strengthening of BT Road at Ward No.1 California Garden, Kovai Garden and ward no.4 Shanthi nagar in Chettipalayam Town panchayat.
2026_DTP_641538_1
Roc. No.253/2025, Date.08.01.2026 TURIP SCHEME
Open Tender
Civil Works
180 days
Chettipalayam Town Panchayat
as for norms
3 documents required · 3 mandatory
₹0
₹1.5 L
25 Feb 2026
10 Jan 2026
27 Jan 2026
10 Jan 2026
27 Jan 2026
10 Jan 2026
10 Jan 2026 - 27 Jan 2026
Earth work excavation for foundation in Hard 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 hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH
Providing and laying Prime Coat over WMM Surface using 7Kg of Emulsion Bitumen (SS-I) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5
Providing and laying Tack Coat over WMM Surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5
Providing and laying Tack Coat over existing B.T Surface using 2.00 Kg of Bitumen Emulsion (RS1) per 10 sqm for prparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5
Providing and laying 50mm Consolidated thick Dense Bituminous Mecadam using 0.24 cum of 26.50 –13.20 mm Graded metal and 0.25 cum of 13.20 –2.36 mm Grade metal and 0.23 cum of 2.36 mm & below with 53.20 kgs of 60/70 Grade Bulk bitumen for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20 – 30 ton capacity, Conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 505 of MORTH Rev-5
Providing and laying Bituminous Concrete 30mm Consolidated thick using 0.13 cum of 19.00 – 9.50mm,0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 mm & below with 45.27kgs of 60/70 Grade Bulk bitumen and 5.03 kg of shredded Plastic waste for premixing per 10 Sqm including cost and conveyance of all materials to CMP ite, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20 – 30 ton capacity, Conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5
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