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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹67.9 LAccepted-AOC | ₹67.9 L | 1 | Accepted-AOC Bidder Quoted lower than estimate value |
| 2 | 2₹74.7 LRejected-Finance 1 9 KANGEYAMAPALAYAM P SULUR COIMBATORE DIST | COIMBATORE | TAMIL NADU | 638459 | ₹74.7 L | 2 | Rejected-Finance Bidder Quoted more than L1 |
| Sl No | Description | Qty | Unit | A VENKATACHALAM L2 | KADAIESWARI AND CO L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork excavation for foundation in all soils and sub soils except in hard rock requiring blasting and depositing on bank with initial lead of 10m and initial lift of 2m inclusive of shoring, shuttering, bailing out water wherever necessary, refilling the foundation with excavated earth other than sandy soil in layers of not more than 150mm thick layers well rammed and depositing the surplus earth within the compound in place shown by the departmental officers and clearing and levelling the site etc,. complete. | 645 | Cum | 200 ₹1,29,000 | 182 ₹1,17,390 Lowest |
| 2.00 | Plain Cement concrete 1:2:4 [one cement, two M-sand and four course aggregates] using 20mm size Hard Broken/Machine crushed Granite Stone Jelly including dewatering if found necessary and laid in layers of not more than 15cm thick and compacted etc., complete complying with standard specification. | 43 | Cum | 7,030 ₹3,02,290 | 6,391.72 ₹2,74,843.96 Lowest |
| 3.00 | Providing and laying in position standardised concrete mix M-30 Grade in accordance with IS 456-2000 using 20mm and down graded hard broken jelly for all RCC items of works with minimum cement content of 400kg/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 impairing strength and durability with about (5.0cum), 7730kg of 20mm machine crushed stone jelly and with about (4.79cum) 7670kg of M-Sand, but excluding cost of reinforcement grill and fabricating charges cantering 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 directed by the departmental officers - The Coarse and fine aggregates to be used should comply with the requirements of IS standards. | 616 | Cum | 8,320 ₹51,25,120 | 7,558.5 ₹46,56,036 Lowest |
| 4.00Supplying and erecting centering including necessary supports for the plane surfaces such as Drainage & Culvert Retaining walls etc., using mild steel sheets of size 90cm x 60cm and BG 10 stiffened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding supported by casurina props of 10cm to 13cm dia spaced at suitable intervals etc., complete complying with standard specification. | |||||
| 4.10 | Shuttering for Raft | 90 | Sqm | 530 ₹47,700 | 488 ₹43,920 Lowest |
| 4.20 | Shuttering for Wall - 0.0m to 3.30m | 660 | Sqm | 650 ₹4,29,000 | 593.88 ₹3,91,960.8 Lowest |
| 4.30 | Shuttering for Wall - 3.30m to 4.30m | 460 | Sqm | 650 ₹2,99,000 | 593.88 ₹2,73,184.8 Lowest |
| 5.00Add GST @ 18% | |||||
Tender Value
₹77 L
EMD Value
₹1.5 L
Closing Date
25 Feb 2026, 3:00 pmClosed
Commissioner
Commissioner, Tiruppur City Municipal Corporation Office
Construction of Retaining Wall at High Level Bridge North SideAcross Nallaru River Connecting Lakshmi Nagar Main Road and Poombarai in Ward No. 08 and 16 Package 2
2026_MAWS_659453_2
E1 / 123 / 2026
Open Tender
Civil Works - Bridges
Works
180 days
Tiruppur City Municipal Corporation
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹1.5 L
Tiruppur City Municipal Corporation Office
24 Jul 2026
17 Feb 2026
25 Feb 2026
17 Feb 2026
25 Feb 2026
17 Feb 2026
18 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork excavation for foundation in all soils and sub soils except in hard rock requiring blasting and depositing on bank with initial lead of 10m and initial lift of 2m inclusive of shoring, shuttering, bailing out water wherever necessary, refilling the foundation with excavated earth other than sandy soil in layers of not more than 150mm thick layers well rammed and depositing the surplus earth within the compound in place shown by the departmental officers and clearing and levelling the site etc,. complete. | 645 | Cum | - | - |
| 2 | Plain Cement concrete 1:2:4 [one cement, two M-sand and four course aggregates] using 20mm size Hard Broken/Machine crushed Granite Stone Jelly including dewatering if found necessary and laid in layers of not more than 15cm thick and compacted etc., complete complying with standard specification. | 43 | Cum | - | - |
| 3 | Providing and laying in position standardised concrete mix M-30 Grade in accordance with IS 456-2000 using 20mm and down graded hard broken jelly for all RCC items of works with minimum cement content of 400kg/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 impairing strength and durability with about (5.0cum), 7730kg of 20mm machine crushed stone jelly and with about (4.79cum) 7670kg of M-Sand, but excluding cost of reinforcement grill and fabricating charges cantering 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 directed by the departmental officers - The Coarse and fine aggregates to be used should comply with the requirements of IS standards. | 616 | Cum | - | - |
| 4Supplying and erecting centering including necessary supports for the plane surfaces such as Drainage & Culvert Retaining walls etc., using mild steel sheets of size 90cm x 60cm and BG 10 stiffened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding supported by casurina props of 10cm to 13cm dia spaced at suitable intervals etc., complete complying with standard specification. | |||||
| 4.1 | Shuttering for Raft | 90 | Sqm | - | - |
| 4.2 | Shuttering for Wall - 0.0m to 3.30m | 660 | Sqm | - | - |
| 4.3 | Shuttering for Wall - 3.30m to 4.30m | 460 | Sqm | - | - |
| 5Add GST @ 18% | |||||
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