Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.4 L+₹76,064.29 (10.0%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | NARAYANAN KUTTY T L1 | T V UNNIKRISHNAN L2 |
|---|---|---|---|---|---|
| 1.00Road Formation | |||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 71.36 | cum | 51.02 ₹3,640.94 Lowest | 56.12 ₹4,004.89 |
| 1.00 | OD491363/2025-2026: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 (Data bsed on DAR 60.7.1) | 158.76 | cum | 3,882.87 ₹6,16,444.44 Lowest | 4,271.16 ₹6,78,089.36 |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 27.92 | cum | 617.78 ₹17,249.65 Lowest | 679.56 ₹18,974.67 |
| 1.00 | OD380021/2025-2026:Filling with Departmental material obtained from cutting the foundation | 71.36 | cum | 67.19 ₹4,794.88 Lowest | 73.91 ₹5,274.44 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.37 | tonne | 93,741.49 ₹34,590.61 Lowest | 1,03,115.64 ₹38,049.67 |
| 1.01 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 9.45 | cum | 8,880.19 ₹83,917.8 Lowest | 9,768.21 ₹92,309.58 |
Tender Value
₹7.6 L
EMD Value
₹19,016
Closing Date
7 Mar 2026, 5:00 pmClosed
assistant engineer
O/O ASSISTANT ENGINEER , ANTHOOR MUNIICIPALITY
Anthur Municipality PRO NO 93/2025-26-FORMATION OF THALIYIL KANAKALAYAM VAYANASALA NARIYADI KARAKKAD ROAD
2026_LSGD_842174_8
02/AE/AND/20226
Open Tender
Civil Works - Buildings
Item Rate
ANTHOOR
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,680
Yes
₹19,016
Yes
9 Jul 2026
2 Mar 2026
10 Mar 2026
2 Mar 2026
7 Mar 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Formation | |||||
| 1.001 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 0.2 | cum | - | - |
| 1.002 | OD491363/2025-2026: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 (Data bsed on DAR 60.7.1) | 1 | cum | - | - |
| 1.003 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | - | cum | - | - |
| 1.004 | OD380021/2025-2026:Filling with Departmental material obtained from cutting the foundation | 0.2 | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.006 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 1 | cum | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.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 • 1.40 MB
viewnit.pdf
Tender Documents • 0.03 MB
viewsbd.pdf
Tender Documents • 2.33 MB
BOQ_1420861.xls
BOQ • 0.30 MB
date.pdf
PDF • 0.18 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 .