Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC | L1 | Accepted-AOC Low Rate | |
| 2 | L2₹3.8 L+₹2,547 (0.68%)Rejected-AOC | L2 | Rejected-AOC High Rate | |
| 3 | L3₹3.8 L+₹4,662 (1.24%)Rejected-AOC | L3 | Rejected-AOC High Rate | |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-WITHDRAW |
| Sl No | Description | Qty | Unit | KAMESWARAN L1 | K SUNDARA PANDIAN L3 | VAIRAVA & CO L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earthwork excavation for foundation to the full depth as may be directed by departmental officers in all types of soils except in hard rock requiring blasting but inclusive of shoring, strutting and bailing out water wherever necessary, refilling the sides of foundation with excavated soil in layers of 15cm thick well rammed and consolidated and depositing the surplus earth in the places shown by the departmental officers with initial lead of 10 Meters and initial lift 2 Metres and clearing and leveling the site etc. complete complying with standard specification.SS20B | 31 | M3 | 184 ₹5,704 Lowest | 188 ₹5,828 | 246 ₹7,626 |
| 2.00 | Plain Cement Concrete 1:4:8 mix (One Cement, Four Fine Aggregate and Eight Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28). | 10.5 | M3 | 5,330 ₹55,965 | 5,395 ₹56,647.5 | 5,200 ₹54,600 Lowest |
| 3.00 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) For drain side wall | 202 | M2 | 459.5 ₹92,819 | 466 ₹94,132 | 459 ₹92,718 Lowest |
| 4.00 | Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 30.5 | M3 | 6,780 ₹2,06,790 Lowest | 6,855 ₹2,09,077.5 | 6,780 ₹2,06,790 Lowest |
| 5.00 | Plastering with C.M.1:5 (One part of cement and five part of sand) mix using 12 mm thick including cost and conveyance of all materials and labour charges ete., complete complying with standard specifications as directed by the departmental officers | 51 | M2 | 269 ₹13,719 Lowest | 274 ₹13,974 | 310 ₹15,810 |
Tender Value
₹4.5 L
EMD Value
₹4,500
Closing Date
10 Sept 2025, 3:00 pmClosed
EXECUTIVE OFFICER
TOWN PANCHAYAT OFFICE, KANADUKATHAN
Construction of Storm Water Drain at Ward No. 9 L.F ROAD (visalam back side)
2025_DTP_600643_2
202/2025
Open Tender
Civil Works - Others
Works
60 days
KANADUKATHAN TOWN PANCHAYAT
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹4,500
12 Sept 2025
8 Sept 2025
10 Sept 2025
8 Sept 2025
10 Sept 2025
8 Sept 2025
Amount
Earthwork excavation for foundation to the full depth as may be directed by departmental officers in all types of soils except in hard rock requiring blasting but inclusive of shoring, strutting and bailing out water wherever necessary, refilling the sides of foundation with excavated soil in layers of 15cm thick well rammed and consolidated and depositing the surplus earth in the places shown by the departmental officers with initial lead of 10 Meters and initial lift 2 Metres and clearing and leveling the site etc. complete complying with standard specification.SS20B
Plain Cement Concrete 1:4:8 mix (One Cement, Four Fine Aggregate and Eight Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28).
Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) For drain side wall
Plain Cement Concrete 1:2:4 (one cement, two Crushed Stone Sand (M- Sand) and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
Plastering with C.M.1:5 (One part of cement and five part of sand) mix using 12 mm thick including cost and conveyance of all materials and labour charges ete., complete complying with standard specifications as directed by the departmental officers
VAIRAVA & CO (BID ID -1454756)
K SUNDARA PANDIAN (BID ID -1454767)
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_718038.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
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 .