Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-AOC ANPU INFRA KOTTAKKAL MALAPPURAM 676582 | KOTTAKKAL | MALAPPURAM | KERALA | 676582 | ₹4.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.4 LRejected-AOC JIBI NIMMISH V B EAJADI P K MALAPPURAM 676102 | MALAPPURAM | MALAPPURAM | KERALA | 676102 | ₹4.4 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | ANPU INFRA L1 | SHIBIN KUMAR K S L2 |
|---|---|---|---|---|---|
| 1.00Ground Work | |||||
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 128.47 | cum | 340 ₹43,680.48 | 340 ₹43,680.48 |
| 1.00 | 50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 8.47 | cum | 6,200 ₹52,526.40 | 6,200 ₹52,526.40 |
| 1.00 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 8.45 | cum | 6,530 ₹55,165.44 | 6,530 ₹55,165.44 |
| 1.00 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 183.74 | cum | 500 ₹91,871.50 | 500 ₹91,871.50 |
| 1.00 | OD310177/2025-2026:Supplying and filling at site with good quality earth suitable for filling brought from out side, levelling the top at site and banking in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 m. | 125 | cum | 1,331.38 ₹1.7 L | 1,331.38 ₹1.7 L |
| 1.01 | 13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) | 73.44 | sqm | 343.62 ₹25,235.45 | 400 ₹29,376 |
| 1.01 | OD310122/2025-2026:Hire Charges for Roller | 210 | cum | 3.58 ₹751.80 | 5 ₹1,050 |
Updated dates
Tender Value
Refer Docs
EMD Value
₹10,587
Closing Date
12 Nov 2025, 9:00 amClosed
Assistant Engineer
Office of the Assistant Engineer, LIDEW Section, Thavnaur GP
Annual Plan-Thavanur GP Project No. 269/25-26 Renovation of Panchayath Ground-Playground Renovation-General Civil Work
2025_LSGD_817899_3
13/AE/LIDEW/TVNR/TN/25-26
Open Tender
Civil Works - Others
Thavanur
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,587
Yes
17 Jun 2026
1 Nov 2025
12 Nov 2025
1 Nov 2025
12 Nov 2025
1 Nov 2025
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1370879.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 • 0.04 MB
Tendernotice_1.pdf
PDF • 0.07 MB
Tendernotice_2.pdf
PDF • 0.08 MB
Tendernotice_3.pdf
PDF • 0.75 MB
SBD269_merged.pdf
Tender Documents • 2.84 MB
BOQ_1370879.xls
BOQ • 0.30 MB
FoT269.pdf
Tender Documents • 0.53 MB
PA269.pdf
Tender Documents • 1.37 MB
Affidavit269.pdf
Tender Documents • 0.37 MB
Abstract269.pdf
Tender Documents • 0.02 MB
Download all tender documents and submit your bid