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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 Cr+₹3.5 L (2.58%)Admitted-Finance VIJAYAKUM AR | ₹1.4 Cr+₹3.5 L (2.58%) | L2 | Admitted-Finance |
| 3 | L3₹1.4 Cr+₹6.7 L (5.00%)Admitted-Finance SUBHADARSAN PARK NO 3 VEERIYAMPALAYAM KALAPATTI COIMBATORE 641 048 | COIMBATORE | TAMIL NADU | 638459 | ₹1.4 Cr+₹6.7 L (5.00%) | L3 | Admitted-Finance |
| 4 | L4₹1.4 Cr+₹8.6 L (6.42%)Admitted-Finance | ₹1.4 Cr+₹8.6 L (6.42%) | L4 | Admitted-Finance |
| 5 | L5₹1.4 Cr+₹10.0 L (7.41%)Admitted-Finance PASUMALAITHANGAL GINGEE VILUPPURAM | ₹1.4 Cr+₹10.0 L (7.41%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | JS ASSOCIATE DEVELOPMENT INDIA PRIVATE LIMITED L3 | R SELVARAJ L5 | N.Guruvayurappan L2 | A VIJAYAKUMAR L6 | CHENDUR INFRASTRUCTURE P LTD L4 | S RAJU L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Earth 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 | |||||||||
| 1.01 | Footing | 158 | cum | 202.71 ₹32,028.18 | 150 ₹23,700 Lowest | 200 ₹31,600 | 215 ₹33,970 | 233 ₹36,814 | 230 ₹36,340 |
| 1.02 | Plinth Bem | 9 | cum | 95.7 ₹861.3 | 50 ₹450 Lowest | 100 ₹900 | 101 ₹909 | 110 ₹990 | 110 ₹990 |
| 2.00 | Supplying and filling in foundation and basement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 122 | cum | 455.01 ₹55,511.22 | 400 ₹48,800 Lowest | 450 ₹54,900 | 483 ₹58,926 | 523 ₹63,806 | 520 ₹63,440 |
| 3.00 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and Eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 94 | cum | 5,187.31 ₹4,87,606.71 Lowest | 5,500 ₹5,17,000 | 5,300 ₹4,98,200 | 5,515 ₹5,18,410 | 6,000 ₹5,64,000 | 5,960 ₹5,60,240 |
| 4.00Reinforced cement concrete M20 1:1.5:3 granite metal by volume, characteristic strength not less thab 20N/Sqmm machine mixed for all reinforced cement concrete works, including scaffolding, cost of all materials, machine mixing, vibrating, lifting, curing, labour charges for laying & finishing etc., but excluding the cost and fabrication of reinforcements and also excluding centering and formwork etc., complete complying with relevant standard specifications at all leads inside the building. | |||||||||
| 4.01 | Footing | 18 | cum | 8,562.53 ₹1,54,125.54 Lowest | 9,000 ₹1,62,000 | 9,000 ₹1,62,000 | 9,103 ₹1,63,854 | 9,000 ₹1,62,000 | 9,800 ₹1,76,400 |
| 4.02 | GROUND FLOOR | 70 | cum | 8,685.26 ₹6,07,968.2 Lowest | 9,500 ₹6,65,000 | 9,000 ₹6,30,000 | 9,234 ₹6,46,380 | 9,500 ₹6,65,000 | 9,900 ₹6,93,000 |
| 4.03 | FIRST FLOOR | 49 | cum | 8,927.03 ₹4,37,424.3 Lowest | 9,500 ₹4,65,500 | 9,500 ₹4,65,500 | 9,491 ₹4,65,059 | 9,900 ₹4,85,100 | 10,200 ₹4,99,800 |
| 4.04 | TERRACE FLOOR | 30 | cum | 9,168.79 ₹2,75,063.72 Lowest | 9,500 ₹2,85,000 | 9,500 ₹2,85,000 | 9,748 ₹2,92,440 | 10,000 ₹3,00,000 | 10,500 ₹3,15,000 |
Tender Value
₹2 Cr
EMD Value
₹2 L
Closing Date
22 Jun 2026, 3:00 pmClosed
The commissioner, coimbatore
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Construction of Entrance Gate , Foot Path and Security Room at Model School in Ward No.72. of West Zone
2026_MAWS_679597_1
e37/2026-two cover
Open Tender
Civil Works
Works
180 days
Coimbatore corporation
AS PER THE TENDER DOCUMENT
4 documents required · 4 mandatory
₹0
₹2 L
The Chief Engineer Office, Coimbatore Corporation
3 Jul 2026
9 Jun 2026
23 Jun 2026
9 Jun 2026
22 Jun 2026
9 Jun 2026
12 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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 | |||||
| 1.01 | Footing | 158 | cum | - | - |
| 1.02 | Plinth Bem | 9 | cum | - | - |
| 2 | Supplying and filling in foundation and basement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 122 | cum | - | - |
| 3 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and Eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 94 | cum | - | - |
| 4Reinforced cement concrete M20 1:1.5:3 granite metal by volume, characteristic strength not less thab 20N/Sqmm machine mixed for all reinforced cement concrete works, including scaffolding, cost of all materials, machine mixing, vibrating, lifting, curing, labour charges for laying & finishing etc., but excluding the cost and fabrication of reinforcements and also excluding centering and formwork etc., complete complying with relevant standard specifications at all leads inside the building. | |||||
| 4.01 | Footing | 18 | cum | - | - |
| 4.02 | GROUND FLOOR | 70 | cum | - | - |
| 4.03 | FIRST FLOOR | 49 | cum | - | - |
| 4.04 | TERRACE FLOOR | 30 | cum | - | - |
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