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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹25.8 CrAccepted-AOC | 1 | Accepted-AOC Accepted | |
| 2 | 2₹28.8 Cr+₹66.7 L (2.37%)Rejected-Finance NO 11 ANNAI VELANKANNI STREET KAMARAJ NAGAR PUDUCHERRY 605 011 | PONDICHERRY | PUDUCHERRY | 605011 | 2 | Rejected-Finance L1 Lowest Tenderer can only be accepted. L2 is Rejected. | |
| 3 | 3₹29.6 Cr+₹1.4 Cr (5.05%)Rejected-Finance 48 5B2 SRI SHWETHA COMPLEX THANJAI MAIN ROAD THIRUVERUMBUR TRICHY 620013 | TRICHY | TIRUCHIRAPPALLI | TAMIL NADU | 620013 | 3 | Rejected-Finance L1 Lowest Tenderer can only be accepted. L3 is Rejected. |
| Sl No | Description | Qty | Unit | RR INFRAA CONSTRUCTION L1 | Omsakthiconstructions L2 | SD INFRA PRIVATE LIMITED L3 |
|---|---|---|---|---|---|---|
| 1.00[Main Estimate - Bridge Proper] Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification. MORTH No. 111, 112, 304 for DRESSING THE BED UPTO SILL LEVEL. | ||||||
| 1.10 | Major Bridge | 6,000 | Cubic Metre | 146.4 ₹8,78,400 Lowest | 150 ₹9,00,000 | 154 ₹9,24,000 |
| 2.00Earthwork excavation in Soft Disintegrated Rock and weathered rock and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification. MORTH No. 111, 112, 304 for DRESSING THE BED UPTO SILL LEVEL. | ||||||
| 2.10 | Major Bridge | 4,500 | Cubic Metre | 218 ₹9,81,000 Lowest | 223.1 ₹10,03,950 | 229 ₹10,30,500 |
| 3.00Earthwork excavation in hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification. MORTH No. 111, 112, 304 for DRESSING THE BED UPTO SILL LEVEL. | ||||||
| 3.10 | Major Bridge | 500 | Cubic Metre | 1,034.9 ₹5,17,450 Lowest | 1,059 ₹5,29,500 | 1,087 ₹5,43,500 |
| 4.00Earth work excavation in all classes of soil and depositing on bank, with all leads and lifts as per SS20B, including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation, backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification,for FOUNDATION OF ABUTMENTS & PIERS as per Section 300 of MORT&H Specifications (Fifth Revision)(Including 600mm on either side) | ||||||
| 4.10 | Major Bridge | 110 | Cubic Metre | 480.9 ₹52,899 Lowest | 492.1 ₹54,131 | 505 ₹55,550 |
| 5.00Earth work excavation in Soft Disintegrated Rock and weathered rock and depositing on bank, with all leads and lifts as per SS20B, including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation, backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification,for FOUNDATION OF ABUTMENTS & PIERS as per Section 300 of MORT&H Specifications (Fifth Revision) | ||||||
| 5.10 | Major Bridge | 3,300 | Cubic Metre | 623.4 ₹20,57,220 Lowest | 638 ₹21,05,400 | 655 ₹21,61,500 |
Tender Value
₹23.7 Cr
EMD Value
₹12.0 L
Closing Date
13 Aug 2025, 11:00 amClosed
Superintending Engineer H C and M
The Superintending Engineer Highways Department Construction Maintenance 214 Tindivanam Road Tiruvannamalai 606 601
Construction of High-Level Bridge across Thenpennai River at km 4/10 of Thenmudiyanur road connecting at Km 5/4 of Perungalathur Elayankanni road
2025_HWAY_580943_1
TN No 08 2025 26 HDO Dt 09 07 2025 HLB Thenmudiyanur
Open Tender
Civil Works - Highways
Item Rate
300 days
Thandarampet
Please refer Tender documents.
16 documents required · 16 mandatory
₹0
₹12.0 L
Tiruvannamalai
12 Mar 2026
12 Jul 2025
13 Aug 2025
12 Jul 2025
13 Aug 2025
12 Jul 2025
12 Jul 2025 - 18 Jul 2025
16 Jul 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1[Main Estimate - Bridge Proper] Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification. MORTH No. 111, 112, 304 for DRESSING THE BED UPTO SILL LEVEL. | |||||
| 1.1 | Major Bridge | 6,000 | Cubic Metre | - | - |
| 2Earthwork excavation in Soft Disintegrated Rock and weathered rock and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification. MORTH No. 111, 112, 304 for DRESSING THE BED UPTO SILL LEVEL. | |||||
| 2.1 | Major Bridge | 4,500 | Cubic Metre | - | - |
| 3Earthwork excavation in hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification. MORTH No. 111, 112, 304 for DRESSING THE BED UPTO SILL LEVEL. | |||||
| 3.1 | Major Bridge | 500 | Cubic Metre | - | - |
| 4Earth work excavation in all classes of soil and depositing on bank, with all leads and lifts as per SS20B, including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation, backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification,for FOUNDATION OF ABUTMENTS & PIERS as per Section 300 of MORT&H Specifications (Fifth Revision)(Including 600mm on either side) | |||||
| 4.1 | Major Bridge | 110 | Cubic Metre | - | - |
| 5Earth work excavation in Soft Disintegrated Rock and weathered rock and depositing on bank, with all leads and lifts as per SS20B, including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation, backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification,for FOUNDATION OF ABUTMENTS & PIERS as per Section 300 of MORT&H Specifications (Fifth Revision) | |||||
| 5.1 | Major Bridge | - | Cubic Metre | - | - |
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