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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.7 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹6.7 L+₹7,736.44 (1.16%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | 3₹7.1 L+₹38,629.99 (5.79%)Rejected-Finance | 3 | Rejected-Finance L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L6 | |
| 5 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | MOHAMMAD SHIHAB P L4 | muhamedrafeek L5 | SUHAIB A T L2 | karthikeyan L6 | NOUSHADALI K P L3 | MUHAMMED SHAREEF L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00RCC Side Protection | |||||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 10.02 | cum | 441.5 ₹4,423.83 | 401.76 ₹4,025.64 | 351.43 ₹3,521.33 | 410 ₹4,108.2 | 361.59 ₹3,623.13 | 347.4 ₹3,480.95 Lowest |
| 1.00 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 2.5 | cum | 8,710 ₹21,818.55 | 8,466.96 ₹21,209.73 | 7,406.27 ₹18,552.71 | 8,652 ₹21,673.26 | 7,620.27 ₹19,088.78 | 7,321.32 ₹18,339.91 Lowest |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 41.83 | cum | 8,900 ₹3,72,322.6 | 9,516.24 ₹3,98,102.38 | 8,324.09 ₹3,48,229.98 | 9,725 ₹4,06,835.65 | 8,564.62 ₹3,58,292.31 | 8,228.62 ₹3,44,236.09 Lowest |
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 3.77 | tonne | 95,850 ₹3,60,875.25 | 91,842.76 ₹3,45,787.99 | 80,337.19 ₹3,02,469.52 | 93,861 ₹3,53,386.67 | 85,686.28 ₹3,22,608.84 | 79,415.74 ₹2,99,000.26 Lowest |
| 1.00 | OD57295/2026-2027:Providing weepholes in plain/reinforced concrete abutment, with 50 mm dia 6 kg/cm2 PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification. | 30.02 | metre | 55 ₹1,650.83 Lowest | 67.84 ₹2,036.22 | 59.34 ₹1,781.09 | 70 ₹2,101.05 | 61.14 ₹1,835.12 | 58.67 ₹1,760.98 |
Tender Value
₹8.5 L
EMD Value
₹21,186
Closing Date
10 Aug 2026, 4:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER DISTRICT PANCHYATH OFFICE PALAKKAD
Annual Plan-DP-PKD-2026-27-Chalavara division -Mannarukunnu road side protection vallapuzha Gp
2026_LSGD_863060_19
02/AEE/2026-27 DT-28.07.2026
Open Tender
Civil Works - Others
Item Rate
180 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,186
Yes
25 Sept 2026
1 Aug 2026
13 Aug 2026
1 Aug 2026
10 Aug 2026
1 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RCC Side Protection | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 1 | cum | - | - |
| 1.002 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 1 | cum | - | - |
| 1.003 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | - | cum | - | - |
| 1.004 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | - | tonne | - | - |
| 1.005 | OD57295/2026-2027:Providing weepholes in plain/reinforced concrete abutment, with 50 mm dia 6 kg/cm2 PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification. | - | metre | - | - |
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