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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 LAccepted-AOC | ₹6.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹6.7 L+₹29,559.71 (4.59%)Rejected-AOC | ₹6.7 L+₹29,559.71 (4.59%) | L2 | Rejected-AOC L2 |
| 3 | L3₹6.7 L+₹29,559.71 (4.59%)Rejected-AOC | ₹6.7 L+₹29,559.71 (4.59%) | L3 | Rejected-AOC L3 |
| 4 | L4₹7.7 L+₹1.2 L (19.1%)Rejected-AOC | ₹7.7 L+₹1.2 L (19.1%) | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | NIMAL CONSTRUCTIONS L2 | Krishnakumar Krishnan Nair L3 | BINOY VARGHESE L1 | M RAJASEKHARAN NAIR L4 |
|---|---|---|---|---|---|---|---|
| 1.00Road concrete | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 570.5 | sqm | 12.7 ₹7,245.35 | 8 ₹4,564 Lowest | 12.16 ₹6,937.28 | 14.5 ₹8,272.25 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 85.58 | cum | 7,603.19 ₹6,50,642.98 | 7,900 ₹6,76,042.5 | 7,269.41 ₹6,22,079.76 Lowest | 8,660 ₹7,41,079.5 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 26.41 | cum | 517.03 ₹13,652.69 | 300 ₹7,921.8 Lowest | 494.32 ₹13,053.01 | 585 ₹15,447.51 |
| 1.00 | OD495296/2025-2026: Supplying and fixing information board 75x60cm size using GI pipe as post and 1mm MS sheet surrounded by MS angles including painting, lettering and fixing in concrete etc. as per the direction of engineer in charge. | 1 | each | 2,021.2 ₹2,021.2 | 2,500 ₹2,500 | 1,932.46 ₹1,932.46 Lowest | 2,300 ₹2,300 |
Tender Value
₹8.5 L
EMD Value
₹21,182
Closing Date
30 Jun 2026, 6:00 pmClosed
Assistant Engineer
OFFICE OF THE ASSISTANT EXECUTIVE ENGINEER, LID and EW SECTION PATHANAMTHITTA MUNICIPALITY
CONCRETE
2026_LSGD_856998_1
1/MP/AE/LSGD/PTAMC/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
PATHANAMTHITTA MUNICIPALITY
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,870
Yes
₹21,182
Yes
9 Sept 2026
22 Jun 2026
2 Jul 2026
22 Jun 2026
30 Jun 2026
22 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concrete | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.002 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.003 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 1 | cum | - | - |
| 1.004 | OD495296/2025-2026: Supplying and fixing information board 75x60cm size using GI pipe as post and 1mm MS sheet surrounded by MS angles including painting, lettering and fixing in concrete etc. as per the direction of engineer in charge. | - | each | - | - |
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