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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.3 LAdmitted-Finance SUBHADARSAN PARK NO 3 VEERIYAMPALAYAM KALAPATTI COIMBATORE 641 048 | COIMBATORE | TAMIL NADU | 638459 | ₹32.3 L | L1 | Admitted-Finance |
| 2 | L2₹33.3 L+₹1.0 L (3.18%)Admitted-Finance 1 9 KANGEYAMAPALAYAM P SULUR COIMBATORE DIST | COIMBATORE | TAMIL NADU | 638459 | ₹33.3 L+₹1.0 L (3.18%) | L2 | Admitted-Finance |
| 3 | L3₹35.0 L+₹2.7 L (8.37%)Admitted-Finance 1 181 KAMATCHI AMMAN KOVIL STREET KANNAN COLONY CHINTHAMANI MADURAI 625009 | MADURAI | MADURAI | TAMIL NADU | 625009 | ₹35.0 L+₹2.7 L (8.37%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | JS ASSOCIATE DEVELOPMENT INDIA PRIVATE LIMITED L1 | A VENKATACHALAM L2 | R K BUILDERS L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in ordinary soil, light black cotton sandy loam and dry silt including shoring, strutting, baling or pumping out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick and depositing the surplus earth at places as directed by the departmental officers with initial lead and lift | 610 | Cum | 169.4 ₹1,03,334 | 174.9 ₹1,06,689 | 100 ₹61,000 Lowest |
| 2.00 | 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 | 82.5 | Cum | 4,591.06 ₹3,78,762.45 Lowest | 4,724.22 ₹3,89,748.15 | 4,800 ₹3,96,000 |
| 3.00Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 | ||||||
| 3.01 | Drain side | 1,381 | Sqm | 411.26 ₹5,67,950.06 Lowest | 424.61 ₹5,86,386.41 | 480 ₹6,62,880 |
| 3.02 | Culvert slab soffit | 470 | Sqm | 548.34 ₹2,57,719.8 Lowest | 566.14 ₹2,66,085.8 | 640 ₹3,00,800 |
| 4.00 | Supplying, fabrication and placing in position of steel reinforcement using mild steel of Ribbed tor steel rods, for all RCC works as per the design given by the departmental officers including cost of steel and binding wore and all labour charges for cutting, bending & tying etc., complying with standard specifications | 40.6 | Qtl | 7,347.46 ₹2,98,306.88 Lowest | 7,586.01 ₹3,07,992.01 | 8,600 ₹3,49,160 |
| 5.00 | Plain Cement Concrete 1:3:6 (one cement, three crushed Stone Sand (MSand) and six coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 171.6 | Cum | 5,175.6 ₹8,88,132.96 Lowest | 5,343.64 ₹9,16,968.62 | 5,500 ₹9,43,800 |
| 6.00 | Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 -2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - | 50.7 | Cum | 6,542.07 ₹3,31,682.95 Lowest | 6,754.47 ₹3,42,451.63 | 7,220 ₹3,66,054 |
| 7.00 | Providing granolithic floor finish of 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two crushed sand (M-Sand) and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers) (Sl.No.250) | 381.5 | Sqm | 274.98 ₹1,04,904.87 Lowest | 283.91 ₹1,08,311.67 | 285 ₹1,08,727.5 |
| 8.00Supply and delivery of SFRC Manhole Covers with Frames as per IS 12592:2002 to its latest revision with reinforcement details for covers and frames Etc., Complete. | ||||||
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
Construction of Storm Water Drain at Ammankovil Main Road From Vasantham Nagar To Maharaja Colony in Ward No.87,South Zone Coimbatore Corporation.
2026_MAWS_694703_7
e60/2026-sz two cover
Open Tender
Civil Works
Works
180 days
Coimbatore corporation
As per tender doucuments
5 documents required · 5 mandatory
₹0
₹50,000
Yes
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 for foundation in ordinary soil, light black cotton sandy loam and dry silt including shoring, strutting, baling or pumping out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick and depositing the surplus earth at places as directed by the departmental officers with initial lead and lift | 610 | Cum | - | - |
| 2 | 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 | 82.5 | Cum | - | - |
| 3Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 | |||||
| 3.01 | Drain side | 1,381 | Sqm | - | - |
| 3.02 | Culvert slab soffit | 470 | Sqm | - | - |
| 4 | Supplying, fabrication and placing in position of steel reinforcement using mild steel of Ribbed tor steel rods, for all RCC works as per the design given by the departmental officers including cost of steel and binding wore and all labour charges for cutting, bending & tying etc., complying with standard specifications | 40.6 | Qtl | - | - |
| 5 | Plain Cement Concrete 1:3:6 (one cement, three crushed Stone Sand (MSand) and six coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 171.6 | Cum | - | - |
| 6 | Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 -2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - | 50.7 | Cum | - | - |
| 7 | Providing granolithic floor finish of 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two crushed sand (M-Sand) and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers) (Sl.No.250) | 381.5 | Sqm | - | - |
| 8Supply and delivery of SFRC Manhole Covers with Frames as per IS 12592:2002 to its latest revision with reinforcement details for covers and frames Etc., Complete. | |||||
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