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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | ₹3.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.4 L+₹2,410.81 (0.71%)Rejected-Finance | ₹3.4 L+₹2,410.81 (0.71%) | L2 | Rejected-Finance L2 |
| 3 | L3₹3.6 L+₹16,509.29 (4.87%)Rejected-Finance BHAGAVATHIKUZHY KADAPRAMANNAR POST NIRANAM 689621 | NIRANAM | PATHANAMTHITTA | KERALA | 689621 | ₹3.6 L+₹16,509.29 (4.87%) | L3 | Rejected-Finance L3 |
| 4 | L4₹3.6 L+₹25,469.87 (7.52%)Rejected-Finance ASHAYIL CHENGARA PATHANAMTHITTA | KOTTAYAM | KERALA | 686001 | ₹3.6 L+₹25,469.87 (7.52%) | L4 | Rejected-Finance L4 |
| 5 | L5₹3.7 L+₹31,491.01 (9.29%)Rejected-Finance | ₹3.7 L+₹31,491.01 (9.29%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | MONSON ISSAC L3 | D MANOHARAN L6 | Krishnakumar Krishnan Nair L5 | JOHN C THOMAS L1 | CONSTRUCTION RESOURCE L7 | BIJU M L2 | RAJESH A BHASKAR L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Road Concreting | ||||||||||
| 1.00 | OD17731/2026-2027:Scarifying the existing Bituminous road surface to a Depth of 150 mm by Mechanical Means
Scarifying the existing Bituminous road surface to a depth of 150 mm and re-compacting the
Aggregate received from Scarifying with Static Roller. | 297.6 | sqm | 6.29 ₹1,871.9 Lowest | 6.77 ₹2,014.75 | 8 ₹2,380.8 | 7 ₹2,083.2 | 50 ₹14,880 | 11 ₹3,273.6 | 7 ₹2,083.2 |
| 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) | 45.16 | cum | 7,717.95 ₹3,48,581.21 | 8,301.3 ₹3,74,928.21 | 8,000 ₹3,61,320 | 7,325 ₹3,30,833.63 | 8,800 ₹3,97,452 | 7,320 ₹3,30,607.8 Lowest | 7,900 ₹3,56,803.5 |
| 1.00 | OD17730/2026-2027:Construction of Sub grade and Earthen Shoulders Construction of sub grade 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. | 13.39 | cum | 145.92 ₹1,954.16 Lowest | 156.95 ₹2,101.87 | 300 ₹4,017.6 | 180 ₹2,410.56 | 800 ₹10,713.6 | 400 ₹5,356.8 | 180 ₹2,410.56 |
| 1.00 | OD17732/2026-2027:Providing and fixing Good quality Granite Name Board with Lettering Including all cost of materials Conveyance ,Labour Charge etc Complete(MoRD).. | 1 | each | 2,929.41 ₹2,929.41 | 3,150.8 ₹3,150.8 | 2,600 ₹2,600 | 3,500 ₹3,500 | 8,000 ₹8,000 | 2,000 ₹2,000 Lowest | 3,000 ₹3,000 |
Tender Value
₹4.4 L
EMD Value
₹11,008
Closing Date
4 Jun 2026, 5:00 pmClosed
Assistant Engineer
Office of the Assistant Executive Engineer Mallappally Block Panchayath
Annual Plan-Mlpy Bp Madukoli Division-TheepettikampanippadiMoovakottupadi Road Concreting P.No73/26-27
2026_LSGD_852964_1
T07/MLPY/73/2026/AELSGD
Open Tender
Civil Works - Roads
Item Rate
300 days
Mallappally BP
Please refer Tender documents.
7 documents required · 7 mandatory
₹975
₹11,008
7 Sept 2026
27 May 2026
6 Jun 2026
27 May 2026
4 Jun 2026
27 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concreting | |||||
| 1.001 | OD17731/2026-2027:Scarifying the existing Bituminous road surface to a Depth of 150 mm by Mechanical Means
Scarifying the existing Bituminous road surface to a depth of 150 mm and re-compacting the
Aggregate received from Scarifying with Static Roller. | - | 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) | 1 | cum | - | - |
| 1.003 | OD17730/2026-2027:Construction of Sub grade and Earthen Shoulders Construction of sub grade 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 | OD17732/2026-2027:Providing and fixing Good quality Granite Name Board with Lettering Including all cost of materials Conveyance ,Labour Charge etc Complete(MoRD).. | - | each | - | - |
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