Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 CrAccepted-AOC MADURAI | MADURAI | TAMIL NADU | 625001 | ₹4.7 Cr | L1 | Accepted-AOC lowest quoted bidder |
| 2 | L2₹4.9 Cr+₹23.4 L (5.01%)Rejected-Finance | ₹4.9 Cr+₹23.4 L (5.01%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹5.1 Cr+₹45.5 L (9.73%)Rejected-Finance 33 GURU ILLAM V T PANDIAN NAGAR 4TH STREET KARIAPATTI 626 106 | VIRUDHUNAGAR | TAMIL NADU | 626106 | ₹5.1 Cr+₹45.5 L (9.73%) | L3 | Rejected-Finance Rejected |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Satisfied |
Tender Value
₹4.7 Cr
EMD Value
₹2.5 L
Closing Date
7 Feb 2026, 11:00 amClosed
SE HNRR TIRUNELVELI
Office of the SE H, NRR, AR line Road, Tirunelveli-2
Construction of High Level Bridge at km 0/8 of Thoppalakkarai - Vadakunatham road (Including Land Acquisition)
2026_HWAY_645257_1
TNNo.24.2/25-26/Thoppalak_0_8
Open Tender
Civil Works - Bridges
Percentage
270 days
Virudhunagar
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹2.5 L
Yes
25 Feb 2026
22 Jan 2026
7 Feb 2026
22 Jan 2026
7 Feb 2026
22 Jan 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Main Bridge work | |||||
| 1.01 | Earthwork excavation in all classes of soil except 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 out 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 DRESSING THE BED UP TO SILL LEVEL as per section 304 of MORT&H Specification(Rev-V) | 279.2 | Cubic metre | 131.89 | ₹36,823.69 |
| 1.02 | Earthwork excavation in all classes of soil depositing on bank with all leads and lifts, 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 WINGS as per section 300 of MORTH Specification (Fifth Revision) | 162.66 | Cubic metre | 478.42 | ₹77,819.8 |
| 1.03 | Earthwork excavation in Soft disintegarated rock/ Kangar not requiring blasting and depositing on bank with all leads and lifts, 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, RETURNS AND PIERS as per section 300 of MORTH Specification (Fifth Revision-2013) | 1,274.27 | Cubic metre | 607.52 | ₹7,74,144.51 |
| 1.04 | Compacted Cement Concrete of grade M10 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for LEVELLING COURSE BELOW FOOTINGS OF ABUTMENTS AND PIERS as per section 2100 of MORT&H Specification(Rev-V) | 40.66 | Cubic metre | 5,933.19 | ₹2,41,243.51 |
| 1.05 | Vibrated Cement Concrete of grade M20 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT, PIERS & RETURNS AND SUBSTRUCTURE BELOW SILL LEVEL as per section 1500,1700 & 2100 of MORT&H Specification(Rev-V) | 683.08 | Cubic metre | 7,775.23 | ₹53,11,104.11 |
| 1.06 | Vibrated Cement Concrete of grade M20 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 SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL as per section 1500,1700 & 2200 of MORT&H Specification(Rev-V) | 346.17 | Cubic metre | 9,286.93 | ₹32,14,856.56 |
| 1.07 | Vibrated Reinforced Cement Concrete of grade M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site, but excluding cost of steel and fabrication charges including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working on hieght , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS as per section 1500,1700 & 2200 of MORT&H Specification(Rev-V) | 14.73 | Cubic metre | 13,911.32 | ₹2,04,913.74 |
| 1.08 | Providing and fixing weep holes with class I PVC of 100mm dia. PVC pipes of required lengths for abutments and wngs including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN THE ABUTMENTS AND WINGS as per MORTH 2700, 2075 & 2706 | 264.48 | Running metre | 199.36 | ₹52,726.73 |
| 1.09 | Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete. | 43.49 | Square metre | 121.23 | ₹5,272.29 |
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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 • 0.14 MB
BOQ_773294.xls
BOQ • 0.43 MB
PQ_Thoppalakkarai_0_8.pdf
Tender Documents • 0.48 MB
PB_Thoppalakkarai_0_8.pdf
Additional Documents • 0.45 MB
Pertchart_Thoppalakkarai.pdf
Additional Documents • 1.44 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 .