Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.7 L+₹1,972.40 (0.72%)Rejected-Finance 11 164 ABBS BHAVAN VADAKKUVILAI KUTTAIKADU KATTATHURAI POST KANYAKUMARI 629 158 | KANYAKUMARI | KANYAKUMARI | TAMIL NADU | 629158 | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | MAHARAJA CONSTRUCTION L1 | ABBS INFRASTRUCTURE PRIVATE LIMITED L2 |
|---|---|---|---|---|---|
| 1.00Construction of storm water drain | |||||
| 1.01 | Earth work excavation and depositing on bank with initial lead of 10metres and lift of 2metres in all kinds of soil except mediumrock, dense medium rock and hard rock requiring blasting including refilling the sides of foundation with excavated earth in layers of 15cm thick, watering and consolidation and depositing the surplus earth with in the compound in places as shown by the departmental officers with initial lead and lift. cleaning,levelling the site etc,. complete complying with standard specifications.(TNBP No.20B) | 58 | m3 | 105 ₹6,090 Lowest | 110 ₹6,380 |
| 1.02 | Laying Plain cement concrete 1:4:8 (One cement,four sand and eight aggregates) using 40mm ISS Hard broken granite stone jelly for foundation and basement including watering if found necessary and laid inlayers of 15cm thick, and consolidated including curing, cost and conveyance of all materials to work site all labour and incidental charges etc,. complete complying with standard specifications.(TNBP No.28) | 10 | m3 | 5,417.45 ₹54,174.5 Lowest | 5,417.45 ₹54,174.5 Lowest |
| 1.03 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 | 60 | m2 | 631.05 ₹37,863 Lowest | 631.05 ₹37,863 Lowest |
| 1.04 | Cement Concrete 1:3:6 (One Cement, Three crushed stone sand and Six broken stone jelly) using 20mm size hard broken stone jelly for dummy columns,etc., excluding cost of centering shuttering reinforcement grills and fabrication charges but including curing etc. complete and as directed by the departmental officers. ( Dummy columns should be at least 1 metre height) -Mixing by manual means | 24 | m3 | 6,176.05 ₹1,48,225.2 Lowest | 6,176.05 ₹1,48,225.2 Lowest |
| 1.05 | Plastering with cement mortar 1:4 (One Part of Cement and Four part of Plastering Sand (P- Sand)) 20mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309) | 48 | m2 | 550 ₹26,400 Lowest | 585.05 ₹28,082.4 |
Tender Value
Refer Docs
EMD Value
₹3,300
Closing Date
22 Jan 2026, 3:00 pmClosed
Commissioner Nagercoil City Municipal Corporation
City Municipal Corporation Office Nagercoil 629001 Ph.No. 04652230984
Nagercoil Corporation Construction of storm water drain at Vattavillai Astrakaliamman kovil in ward no.41
2026_MAWS_642266_1
481/2025-26/AEE
Open Tender
Civil Works
Lump-sum
90 days
Nagercoil Corporation Construction of storm water
Registered Contractor
3 documents required · 3 mandatory
₹0
₹3,300
8 Oct 2026
12 Jan 2026
22 Jan 2026
12 Jan 2026
22 Jan 2026
12 Jan 2026
Earth work excavation and depositing on bank with initial lead of 10metres and lift of 2metres in all kinds of soil except mediumrock, dense medium rock and hard rock requiring blasting including refilling the sides of foundation with excavated earth in layers of 15cm thick, watering and consolidation and depositing the surplus earth with in the compound in places as shown by the departmental officers with initial lead and lift. cleaning,levelling the site etc,. complete complying with standard specifications.(TNBP No.20B)
Laying Plain cement concrete 1:4:8 (One cement,four sand and eight aggregates) using 40mm ISS Hard broken granite stone jelly for foundation and basement including watering if found necessary and laid inlayers of 15cm thick, and consolidated including curing, cost and conveyance of all materials to work site all labour and incidental charges etc,. complete complying with standard specifications.(TNBP No.28)
Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38
Cement Concrete 1:3:6 (One Cement, Three crushed stone sand and Six broken stone jelly) using 20mm size hard broken stone jelly for dummy columns,etc., excluding cost of centering shuttering reinforcement grills and fabrication charges but including curing etc. complete and as directed by the departmental officers. ( Dummy columns should be at least 1 metre height) -Mixing by manual means
Plastering with cement mortar 1:4 (One Part of Cement and Four part of Plastering Sand (P- Sand)) 20mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications (S.I.309)
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_769431.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 • 3.39 MB
BOQ_769431.xls
BOQ • 0.35 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 .