Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.4 LAccepted-AOC | L1 | Accepted-AOC l1 |
| Sl No | Description | Qty | Unit | KOYIPURATHU CONSTRUCTIONS L1 |
|---|---|---|---|---|
| 1.00PROTECTION WALL | ||||
| 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 | 137.65 | cum | 298.84 ₹41,134.73 Lowest |
| 1.00 | OD510059/2024-2025:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 225.11 | cum | 3,513.35 ₹7,90,883.19 Lowest |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 11.07 | cum | 8,040.9 ₹89,036.89 Lowest |
| 1.00 | OD510060/2024-2025:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete. | 50 | each | 464.45 ₹23,222.5 Lowest |
Tender Value
₹9.4 L
EMD Value
₹23,607
Closing Date
14 Jul 2025, 5:00 pmClosed
Assistant engineer
Office of the Assistant Engineer, LID EW Section, Erumely Grama Panchayat
Annual Plan-EGP-169/24-25 PROTECTION WALL- THODE SIDE PROTECTION WALL IN VARIOUS PLACES WARD-23 (CFC-11,14,544)-General Civil Work(Re tender)
2025_LSGD_766416_9
2/AE/LID EW/EGP/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
ERUMELI GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,085
Yes
₹23,607
Yes
7 Feb 2026
5 Jul 2025
16 Jul 2025
5 Jul 2025
14 Jul 2025
5 Jul 2025
Amount
PROTECTION WALL
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
OD510059/2024-2025:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
OD510060/2024-2025:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete.
Bidder Name
KOYIPURATHU CONSTRUCTIONS
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1264266.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 .