Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.8 LAccepted-AOC | ₹42.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹43.8 L+₹1.1 L (2.53%)Rejected-Finance | ₹43.8 L+₹1.1 L (2.53%) | L2 | Rejected-Finance L2 |
| 3 | L3₹44.2 L+₹1.4 L (3.37%)Rejected-Finance | ₹44.2 L+₹1.4 L (3.37%) | L3 | Rejected-Finance L3 |
| 4 | L4₹44.3 L+₹1.6 L (3.65%)Rejected-Finance | ₹44.3 L+₹1.6 L (3.65%) | L4 | Rejected-Finance L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L7 |
| Sl No | Description | Qty | Unit | M.A IQBAL L6 | AHAMMEDALI.M.T. L7 | C H IQBAL L5 | C H MOIDEEN KUNHI L1 | MAHJOOB C M L12 | MUHAMMED UNAISE L8 | SABAD C A L11 | K H INFRASTRUCTURE AND BUILDERS PRIVATE LIMITED L2 | MOHAMMED ANEES P M L9 | B.M ABDUL KHADER L4 | MUHAMMAD KAISE C.A L10 | MUHAMMAD NOWFAL N A L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00surface rectification | |||||||||||||||
| 1.00 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | 272 | cum | 51.35 ₹13,967.2 | 51.72 ₹14,067.84 | 50.34 ₹13,692.48 | 46.32 ₹12,599.04 Lowest | 58 ₹15,776 | 52.22 ₹14,203.84 | 55.28 ₹15,036.16 | 47.68 ₹12,968.96 | 52.27 ₹14,217.44 | 48.2 ₹13,110.4 | 53.1 ₹14,443.2 | 47.89 ₹13,026.08 |
| 1.00 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 32 | cum | 5,794.56 ₹1,85,425.92 | 5,836.05 ₹1,86,753.6 | 5,679.78 ₹1,81,752.96 | 5,207.71 ₹1,66,646.72 Lowest | 6,519.94 ₹2,08,638.08 | 5,892.34 ₹1,88,554.88 | 6,237.8 ₹1,99,609.6 | 5,379.68 ₹1,72,149.76 | 5,925.29 ₹1,89,609.28 | 5,438.45 ₹1,74,030.4 | 5,991.63 ₹1,91,732.16 | 5,383.41 ₹1,72,269.12 |
| 1.00 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | 595.2 | cum | 6,707.36 ₹39,92,220.67 | 6,755.38 ₹40,20,802.18 | 6,574.49 ₹39,13,136.45 | 6,027.44 ₹35,87,532.29 Lowest | 7,546.22 ₹44,91,510.14 | 6,820.54 ₹40,59,585.41 | 7,220.42 ₹42,97,593.98 | 6,227.12 ₹37,06,381.82 | 6,859.42 ₹40,82,726.78 | 6,295.15 ₹37,46,873.28 | 6,935.47 ₹41,27,991.74 | 6,230.8 ₹37,08,572.16 |
| 1.00 | 13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications | 3.57 | MT | 79,757.08 ₹2,84,812.53 | 80,328.13 ₹2,86,851.75 | 78,177.16 ₹2,79,170.64 | 78,784.54 ₹2,81,339.59 | 98,636.42 ₹3,52,230.66 | 81,102.86 ₹2,89,618.31 | 85,857.83 ₹3,06,598.31 | 74,046.55 ₹2,64,420.23 Lowest | 81,564.97 ₹2,91,268.51 | 74,855.54 ₹2,67,309.13 | 82,469.57 ₹2,94,498.83 | 81,442.53 ₹2,90,831.27 |
| 1.00 | OD141573/2024-2025:Providing weep holes of 110mm dia pipe for retaining wall and wiring all cost and conveyance of all materials and all labour charge etc complete complying to standard specification and direction of departmental officers at site. | 100 | metre | 223.57 ₹22,357 | 225.17 ₹22,517 | 219.14 ₹21,914 | 298.21 ₹29,821 | 373.35 ₹37,335 | 227.34 ₹22,734 | 240.67 ₹24,067 | 207.56 ₹20,756 Lowest | 227.96 ₹22,796 | 209.83 ₹20,983 | 231.17 ₹23,117 | 308.27 ₹30,827 |
| 1.01 | 13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material | 90 | cum | 2,276.42 ₹2,04,877.8 | 2,292.72 ₹2,06,344.8 | 2,231.32 ₹2,00,818.8 | 2,012.75 ₹1,81,147.5 Lowest | 2,519.92 ₹2,26,792.8 | 2,314.83 ₹2,08,334.7 | 2,450.55 ₹2,20,549.5 | 2,113.43 ₹1,90,208.7 | 2,327.61 ₹2,09,484.9 | 2,136.52 ₹1,92,286.8 | 2,353.84 ₹2,11,845.6 | 2,080.66 ₹1,87,259.4 |
| 1.01 | 3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | 240 | cum | 77.16 ₹18,518.4 | 77.72 ₹18,652.8 | 75.63 ₹18,151.2 | 69.84 ₹16,761.6 Lowest | 87.44 ₹20,985.6 | 78.4 ₹18,816 | 83.07 ₹19,936.8 | 71.64 ₹17,193.6 | 78.84 ₹18,921.6 | 72.42 ₹17,380.8 | 79.79 ₹19,149.6 | 72.2 ₹17,328 |
Tender Value
₹56.4 L
EMD Value
₹50,000
Closing Date
16 Jun 2026, 4:00 pmClosed
Executive Engineer
PWD Roads Division Kasaragod
GENERAL Neeleshwaram Edathode road CC Retaining wall (RHS) Construction of CC Retaining wall in Neeleshwaram Edathode road (RHS) chainage between 17 000 17 200 General Civil Work
2026_PWD_854472_1
D6-TD/02/E tender/2026-27
Open Tender
Civil Works - Roads
Item Rate
90 days
Kasaragood
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
Yes
22 Aug 2026
5 Jun 2026
18 Jun 2026
5 Jun 2026
16 Jun 2026
5 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1surface rectification | |||||
| 1.001 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | - | cum | - | - |
| 1.002 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | - | cum | - | - |
| 1.003 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | - | cum | - | - |
| 1.004 | 13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications | - | MT | - | - |
| 1.005 | OD141573/2024-2025:Providing weep holes of 110mm dia pipe for retaining wall and wiring all cost and conveyance of all materials and all labour charge etc complete complying to standard specification and direction of departmental officers at site. | - | metre | - | - |
| 1.006 | 13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material | - | cum | - | - |
| 1.007 | 3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | - | cum | - | - |
stage.html
html • 0.07 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 • 0.04 MB
Tendernotice_1.pdf
PDF • 0.05 MB
BOQ_1444183.xls
BOQ • 0.30 MB
BID.pdf
Tender Documents • 1.64 MB
affidavit.pdf
Additional Documents • 0.02 MB
FormofTender.pdf
Additional Documents • 0.24 MB
IntegrityPactandFormofTender.pdf
Additional Documents • 0.24 MB
Pregmt.pdf
Additional Documents • 0.02 MB
epay.pdf
Additional Documents • 0.07 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 .