Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAccepted-AOC | ₹3.1 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹3.2 LRejected-AOC SETHUPATHI NAGAR KOTTAIMEDU KAMUTHI RAMANTHAPURAM 623 604 | KAMUTHI | RAMANTHAPURAM | TAMIL NADU | 623604 | ₹3.2 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | BABUNATHAN AND CO L1 | K.T.N.MARUTHUPANDIAN 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. | 20 | M³ | 184.5 ₹3,690 | 200 ₹4,000 |
| 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 | M³ | 5,116.8 ₹51,168 | 5,200 ₹52,000 |
| 3.00 | Centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3 mts height using MS sheets of size 90 cm x 60 cm (10 gauge) and stiffered with elded silver oak joists of size 10 cm x 6.5 cm spaced at about 90 ce c/c and supported by casurinaprops of size 10 cm to 13 cm dia spaced at 75 cm c/c complying with standard specification a) side wall | 202 | M2 | 459.2 ₹92,758.40 | 465 ₹93,930 |
| 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 | 24 | M³ | 6,566.5 ₹1.6 L | 6,700 ₹1.6 L |
| 5.00 | Granolithic Floor finishing with Cement Concrete 1:2:4 (One part of cement, two parts of sand and four parts of ISS HBG metal) mix using 10mm to 12mm ISS size HBG metal to 25mm thick including cost and conveyance of all materials etc.and all lobour charges etc.complete as per Standard specification and as directed by the departmental officers. TNBP No:39-F | 34 | M³ | 158.5 ₹5,389 | 258 ₹8,772 |
Tender Value
₹3.8 L
EMD Value
₹3,750
Closing Date
16 Mar 2026, 3:00 pmClosed
EXECUTIVE OFFICER
W.PUDUPATTI TOWN PANCHAYAT
Construction of Drain at Ward No 5 RC Street
2026_DTP_674590_1
27/2026
Open Tender
Civil Works
90 days
W.PUDUPATTI TOWN PANCHAYAT
CLASS II
1 document required · 1 mandatory
₹0
₹3,750
Yes
W.PUDUPATTI TOWN PANCHAYAT
29 May 2026
13 Mar 2026
16 Mar 2026
13 Mar 2026
16 Mar 2026
13 Mar 2026
13 Mar 2026
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.
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).
Centering for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3 mts height using MS sheets of size 90 cm x 60 cm (10 gauge) and stiffered with elded silver oak joists of size 10 cm x 6.5 cm spaced at about 90 ce c/c and supported by casurinaprops of size 10 cm to 13 cm dia spaced at 75 cm c/c complying with standard specification a) 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
Granolithic Floor finishing with Cement Concrete 1:2:4 (One part of cement, two parts of sand and four parts of ISS HBG metal) mix using 10mm to 12mm ISS size HBG metal to 25mm thick including cost and conveyance of all materials etc.and all lobour charges etc.complete as per Standard specification and as directed by the departmental officers. TNBP No:39-F
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_810799.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 • 0.15 MB
BOQ_810799.xls
BOQ • 0.31 MB
Download all tender documents and submit your bid