Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.4 LAdmitted-Finance PASUMALAITHANGAL GINGEE VILUPPURAM | L1 | Admitted-Finance | |
| 2 | L2₹35.2 L+₹3.8 L (12.0%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | R SELVARAJ L1 | NMS ENGINEERS L2 |
|---|---|---|---|---|---|
| 1.00 | Cleaning the Channel Using Poclain on either Sides of the 1 bridge including dismantling the old Structure and Providing Temorary Odai | 80 | Hrs | 2,000 ₹1,60,000 Lowest | 2,500 ₹2,00,000 |
| 2.00A Foundation | |||||
| 2.01Earthwork excavation in all classes of soil except soft disintegrated rock not requiring blasting and hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing 3 and their subsequent removal, removal of all logs, stumps, grubs 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 & RETURN WALL. as per section 300 of MORT&H Specifications (Fifth Revision -2013) | |||||
| 2.02 | Depth 0m to 2.0m | 259 | M3 | 100 ₹25,900 Lowest | 200 ₹51,800 |
| 3.00Earthwork excavation in Soft Disintegrated Rock not requiring blasting except medium rock and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs 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 AND RETURN WALL. as per section 300 of MORT&H Specifications (Fifth Revision -2013) | |||||
| 3.01 | Depth 2.0m to 3.0m | 259 | M3 | 100 ₹25,900 Lowest | 200 ₹51,800 |
| 4.00Plain Cement Concrete of grade M15 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for LEVELLING COURSE. Under footing as per 2100 of MORT&H Specficaton (Fifth Revision-2013) | |||||
| 4.01 | Depth 2.0m to 3.0m | 16 | M3 | 6,000 ₹96,000 Lowest | 7,000 ₹1,12,000 |
| 5.00Supplying and erection shuttering, including necessary supports for plain in all floors using mild steel sheets of size 90x 60 cms 5 and BG 10 stiffed with surfacewelded mild steel angles for boarding supported by casuarina props at suitable intervals etc. completecomplying with standard specifications as directed. | |||||
| 5.01 | For Vertical Wall for Bridge Footing | 185 | M2 | 800 ₹1,48,000 Lowest | 1,000 ₹1,85,000 |
Tender Value
₹49.9 L
EMD Value
₹49,900
Closing Date
15 Sept 2026, 3:00 pmClosed
The Commissioner, Coimbatore Corporation
Coimbatore Corporation, Main Office, Big bazaar street, Town hall, Coimbatore-1
Construction of Bridge across the channel at Rajiv Gandhi Road in Ward No.31, Central Zone.
2026_MAWS_700372_7
e62/2026-cz two cover
Open Tender
Civil Works
Works
150 days
Coimbatore corporation
AS PER TENDER DOCUMENTS
5 documents required · 5 mandatory
₹0
₹49,900
25 Sept 2026
2 Sept 2026
16 Sept 2026
2 Sept 2026
15 Sept 2026
2 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cleaning the Channel Using Poclain on either Sides of the 1 bridge including dismantling the old Structure and Providing Temorary Odai | 80 | Hrs | - | - |
| 2A Foundation | |||||
| 2.01 | Earthwork excavation in all classes of soil except soft disintegrated rock not requiring blasting and hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing 3 and their subsequent removal, removal of all logs, stumps, grubs 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 & RETURN WALL. as per section 300 of MORT&H Specifications (Fifth Revision -2013) | - | - | - | - |
| 2.02 | Depth 0m to 2.0m | 259 | M3 | - | - |
| 3Earthwork excavation in Soft Disintegrated Rock not requiring blasting except medium rock and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs 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 AND RETURN WALL. as per section 300 of MORT&H Specifications (Fifth Revision -2013) | |||||
| 3.01 | Depth 2.0m to 3.0m | 259 | M3 | - | - |
| 4Plain Cement Concrete of grade M15 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for LEVELLING COURSE. Under footing as per 2100 of MORT&H Specficaton (Fifth Revision-2013) | |||||
| 4.01 | Depth 2.0m to 3.0m | 16 | M3 | - | - |
| 5Supplying and erection shuttering, including necessary supports for plain in all floors using mild steel sheets of size 90x 60 cms 5 and BG 10 stiffed with surfacewelded mild steel angles for boarding supported by casuarina props at suitable intervals etc. completecomplying with standard specifications as directed. | |||||
| 5.01 | For Vertical Wall for Bridge Footing | 185 | M2 | - | - |
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.59 MB
Bridge.pdf
Tender Documents • 1.02 MB
ITB.pdf
Additional Documents • 0.19 MB
BOQ_841901.xls
BOQ • 0.34 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .