Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.3 LAccepted-AOC | 1 | Accepted-AOC Rank 1 | |
| 2 | 2₹7.3 L+₹33,830.82 (4.84%)Rejected-AOC | 2 | Rejected-AOC Rank 3 | |
| 3 | 3₹8.2 L+₹1.2 L (17.6%)Rejected-AOC SEYNAMVILAI IN NEYYOOR TOWN PANCHAYAT | MADURAI | TAMIL NADU | 625001 | 3 | Rejected-AOC Rank 2 |
| Sl No | Description | Qty | Unit | P JAYARAJAN WORKS CONTRACTOR L1 | JACOB ALBERT L3 | SAM CONTRACTS L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc complete. | 7 | m³ | 105 ₹735 Lowest | 134.93 ₹944.51 | 131 ₹917 |
| 2.00 | Cement Concrete 1:4:8 (One cement, Four crushed stone sand and eight hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, 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 - Mixing by Mechanical Means | 19 | m³ | 4,528 ₹86,032 Lowest | 5,690.75 ₹1,08,124.25 | 5,525 ₹1,04,975 |
| 3.00 | Supplying and erecting centering to sides and soffits including supports and strutting with necessary centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86. | 33 | m² | 268 ₹8,844 Lowest | 342.99 ₹11,318.67 | 333 ₹10,989 |
| 4.00 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing etc., complete as per standard specifications and as directed by the departmental officers. - Mixing by mechanical means | 7 | m³ | 5,521 ₹38,647 Lowest | 7,064.77 ₹49,453.39 | 6,859 ₹48,013 |
| 5.00 | Providing and fixing bitumen tar pad including cost and conveyance of expansion joints, shallimar pad and jointing seal lands and fixing them in position etc. complete as per standard specification as directed by Engineer in charge. | 1 | m² | 188 ₹188 Lowest | 241.02 ₹241.02 | 234 ₹234 |
Tender Value
₹2 L
EMD Value
₹2,000
Closing Date
12 Aug 2026, 3:00 pmClosed
Executive Officer
Executive Officer Neyyoor Town Panchayat
Improvements of road with retaining wall to 4th ward Poochikadu cross street in Neyyoor Town Panchayat
2026_DTP_689230_1
240/4/2026/A1
Open Tender
Civil Works
Works
90 days
Neyyoor Town Panchayat
IV
2 documents required · 2 mandatory
₹0
₹2,000
23 Sept 2026
28 Jul 2026
12 Aug 2026
28 Jul 2026
12 Aug 2026
28 Jul 2026
28 Jul 2026 - 11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc complete. | 7 | m³ | - | - |
| 2 | Cement Concrete 1:4:8 (One cement, Four crushed stone sand and eight hard broken stone jelly) using 40 mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, 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 - Mixing by Mechanical Means | 19 | m³ | - | - |
| 3 | Supplying and erecting centering to sides and soffits including supports and strutting with necessary centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86. | 33 | m² | - | - |
| 4 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing etc., complete as per standard specifications and as directed by the departmental officers. - Mixing by mechanical means | 7 | m³ | - | - |
| 5 | Providing and fixing bitumen tar pad including cost and conveyance of expansion joints, shallimar pad and jointing seal lands and fixing them in position etc. complete as per standard specification as directed by Engineer in charge. | 1 | m² | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_828477.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 • 0.12 MB
BOQ_828477.xls
BOQ • 0.28 MB
Notice.pdf
PDF • 0.26 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 .