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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAccepted-AOC | ₹2.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.4 LRejected-AOC | ₹2.4 L | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Opened,The bid is being rejected because the contractor gave a letter stating that he is taking a leave of absence from work due to physical difficulties. |
| Sl No | Description | Qty | Unit | NOUSHAD POOVATHINGAL L3 | MUHAMMED RAFEEQ L2 | moidu L1 |
|---|---|---|---|---|---|---|
| 1.00Vellamkulangara Temple Road Sidewall Construction-Balance portion | ||||||
| 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 | 21.26 | cum | 441.5 ₹9,388.06 | 437.08 ₹9,294.07 | 359.07 ₹7,635.26 |
| 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 | 0.72 | cum | 9,001.46 ₹6,481.05 | 8,911.44 ₹6,416.24 | 7,320.88 ₹5,271.03 |
| 1.00 | OD505347/2025-2026:DRY RUBBLE MASONRY With available hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, conveyance of all materials labour charges etc..complete as per approved drawing and relevant technical specifications | 30.6 | cum | 3,585 ₹1.1 L | 3,549.15 ₹1.1 L | 2,915.68 ₹89,219.81 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 1.44 | cum | 8,796.86 ₹12,667.48 | 8,708.89 ₹12,540.80 | 7,154.48 ₹10,302.45 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 0.12 | cum | 9,186.73 ₹1,102.41 | 9,094.86 ₹1,091.38 | 7,471.56 ₹896.59 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.4 | tonne | 1,00,437.31 ₹39,773.17 | 99,432.94 ₹39,375.44 | 81,685.66 ₹32,347.52 |
| 1.01 | 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 | 6.12 | cum | 9,887.04 ₹60,508.68 | 9,788.17 ₹59,903.60 | 8,041.12 ₹49,211.65 |
| 1.01 | OD505310/2025-2026:Supplying and providing ready made GI name board with all conveyance, labor and hire charges etc. complete using GI hollow tube of size 80x40x1.4 mm post, 40x20x1.4 mm outer frame, 0.6 mm thick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer, lettering with suitable color and size, fixing the post in ground with CC 1:2:4 etc. complete | 1 | each | 2,804.26 ₹2,804.26 | 2,776.21 ₹2,776.21 | 2,280.7 ₹2,280.70 |
Tender Value
₹2.4 L
EMD Value
₹6,061
Closing Date
2 May 2026, 2:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LID EW Section, Pattambi Municipality
Vellamkulangara Ambalam road balance portion side protection 19 PR N0 450/26
2026_LSGD_848735_13
01/AE/LSGD/PTB/MPTY/2026-27
Open Tender
Civil Works - Roads
180 days
Pattambi Municipality
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
Yes
₹6,061
Yes
23 May 2026
22 Apr 2026
5 May 2026
22 Apr 2026
2 May 2026
22 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Vellamkulangara Temple Road Sidewall Construction-Balance portion | ||||||
| 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 | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 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 | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | OD505347/2025-2026:DRY RUBBLE MASONRY With available hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, conveyance of all materials labour charges etc..complete as per approved drawing and relevant technical specifications | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 1 | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 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 | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | OD505310/2025-2026:Supplying and providing ready made GI name board with all conveyance, labor and hire charges etc. complete using GI hollow tube of size 80x40x1.4 mm post, 40x20x1.4 mm outer frame, 0.6 mm thick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer, lettering with suitable color and size, fixing the post in ground with CC 1:2:4 etc. complete | - | each | - | - | BI01010001010000000000000515BI0100001121 |
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