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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.82/2026 dtd.04/03/2026 of Ulikkal GP | |
| 2 | L2₹3.4 L+₹16,086.14 (5.00%)Rejected-AOC | L2 | Rejected-AOC HIGHER RAATE |
| Sl No | Description | Qty | Unit | ANOOP. K.N. L1 | SAJI C L2 |
|---|---|---|---|---|---|
| 1.00road | |||||
| 1.00 | 2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses | 4.35 | cum | 424.2 ₹1,845.27 Lowest | 445.41 ₹1,937.53 |
| 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) | 35.83 | cum | 8,926.1 ₹3,19,831.09 Lowest | 9,372.47 ₹3,35,824.97 |
Tender Value
₹3.2 L
EMD Value
₹8,042
Closing Date
2 Mar 2026, 5:00 pmClosed
ASSISTANT ENGINEER
LID AND EW ULIKKAL GP
Ulikkal GP Maintanance Of Puthiyedath Thazhath BRC Road Under Annual Plan 25-26-Proj No 453/25-26.
2026_LSGD_839292_12
AE/LID EW/ET/06/25-26
Open Tender
Civil Works - Buildings
Item Rate
150 days
ULIKKAL GP
pls reffer tender doc
8 documents required · 8 mandatory
₹710
Yes
₹8,042
Yes
25 Mar 2026
23 Feb 2026
4 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses
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)
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