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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC KERALA KL | L1 | Accepted-AOC L1 may be accepted | |
| 2 | L2₹4.1 L+₹2,366.37 (0.57%)Rejected-AOC 3 178 KERALA INDIA | PALAKKAD | KERALA | 678001 | L2 | Rejected-AOC L1 may be accepted | |
| 3 | L3₹4.2 L+₹4,471.34 (1.08%)Rejected-AOC | L3 | Rejected-AOC L1 may be accepted | |
| 4 | L4₹4.3 L+₹17,870.40 (4.33%)Rejected-AOC | L4 | Rejected-AOC L1 may be accepted |
| Sl No | Description | Qty | Unit | RASHEED L2 | ROY K M L3 | PRASAD L1 | HRITHIQUE L4 |
|---|---|---|---|---|---|---|---|
| 1.00Culvert | |||||||
| 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 | 13.14 | cum | 420 ₹5,518.8 Lowest | 434.87 ₹5,714.19 | 430 ₹5,650.2 | 450 ₹5,913 |
| 1.00 | OD506975/2025-2026:60.7.1 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 | 6.07 | cum | 4,000 ₹24,260 Lowest | 4,097.81 ₹24,853.22 | 4,054 ₹24,587.51 | 4,200 ₹25,473 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 3.03 | cum | 8,700 ₹26,378.4 Lowest | 8,866.43 ₹26,883.02 | 8,771 ₹26,593.67 | 8,999 ₹27,284.97 |
| 1.00 | 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) | 14.45 | cum | 9,300 ₹1,34,375.7 | 9,371.77 ₹1,35,412.7 | 9,271 ₹1,33,956.68 Lowest | 9,999 ₹1,44,475.55 |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 4.42 | cum | 9,600 ₹42,432 Lowest | 9,738.73 ₹43,045.19 | 9,634 ₹42,582.28 | 9,999 ₹44,195.58 |
| 1.01 | 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 | 1.77 | tonne | 99,999 ₹1,76,898.23 | 99,412.22 ₹1,75,860.22 | 98,352 ₹1,73,984.69 Lowest | 99,999 ₹1,76,898.23 |
| 1.01 | OD507060/2025-2026:Filling with contractor's own earth (excluding rock ) in trenches,plinth ,side of foundation etc. in layer not exeeding 20cm in depth, consolidating each deposited layer by ramming and waterig lead up to 50m and lift up to 1.5 m as per direction of site engineer-in-charge | 2.88 | cum | 700 ₹2,016 Lowest | 748.44 ₹2,155.51 | 740 ₹2,131.2 | 999 ₹2,877.12 |
| 1.01 | OD507075/2025-2026:2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. 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. | 8.86 | cum | 320 ₹2,834.24 Lowest | 326.78 ₹2,894.29 | 323 ₹2,860.81 | 350 ₹3,099.95 |
Tender Value
₹4.2 L
EMD Value
₹10,579
Closing Date
21 May 2026, 6:00 pmClosed
Assistant Engineer
Office of Assistant Engineer LID EW Section Pazhayannur
Annual Plan-Pazhayannur GP - Venginam Chira Palam Nirmanam (Proj No 095/25-26)
2026_LSGD_850857_1
01/2026/AE/LIDEW/PZR
Open Tender
Civil Works - Roads
Item Rate
300 days
Pazhayannur
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,579
Yes
9 Jul 2026
14 May 2026
23 May 2026
14 May 2026
21 May 2026
14 May 2026
14 May 2026 - 21 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Culvert | |||||
| 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 | - | cum | - | - |
| 1.002 | OD506975/2025-2026:60.7.1 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 | - | cum | - | - |
| 1.003 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | - | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 1 | cum | - | - |
| 1.006 | 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 | 1 | tonne | - | - |
| 1.007 | OD507060/2025-2026:Filling with contractor's own earth (excluding rock ) in trenches,plinth ,side of foundation etc. in layer not exeeding 20cm in depth, consolidating each deposited layer by ramming and waterig lead up to 50m and lift up to 1.5 m as per direction of site engineer-in-charge | 1 | cum | - | - |
| 1.008 | OD507075/2025-2026:2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. 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. | 1 | cum | - | - |
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