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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-AOC | ₹12.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹12.7 LSame as L1Rejected-AOC AISWARAYA BHAVAN IRUMPANANGADU P O EZHUKONE KOLLAM | EZHUKONE | KOLLAM | KERALA | ₹12.7 LSame as L1 | L2 | Rejected-AOC L2 |
| 3 | L2₹12.7 LSame as L1Rejected-AOC | ₹12.7 LSame as L1 | L2 | Rejected-AOC L2 |
| 4 | L3₹12.9 L+₹21,728 (1.71%)Rejected-AOC | ₹12.9 L+₹21,728 (1.71%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | S.NIYAZUDHEEN L1 | SIDDIQUE KANIMUTHU S L2 | Prasad G L1 | RANJITH P L1 |
|---|---|---|---|---|---|---|---|
| 1.00DRINAGE | |||||||
| 1.00 | 2.5.1.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (I) By Manual Means (A) Lime Concrete | 5.25 | cum | 998.47 ₹5,241.97 Lowest | 1,000 ₹5,250 | 998.47 ₹5,241.97 Lowest | 998.47 ₹5,241.97 Lowest |
| 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 | 5 | cum | 441.5 ₹2,207.5 Lowest | 450 ₹2,250 | 441.5 ₹2,207.5 Lowest | 441.5 ₹2,207.5 Lowest |
| 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 5 | cum | 9,001.46 ₹45,007.3 Lowest | 9,025 ₹45,125 | 9,001.46 ₹45,007.3 Lowest | 9,001.46 ₹45,007.3 Lowest |
| 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) | 17.25 | cum | 9,514.49 ₹1,64,124.95 Lowest | 9,520 ₹1,64,220 | 9,514.49 ₹1,64,124.95 Lowest | 9,514.49 ₹1,64,124.95 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.21 | tonne | 1,00,437.31 ₹1,21,328.27 Lowest | 1,00,440 ₹1,21,331.52 | 1,00,437.31 ₹1,21,328.27 Lowest | 1,00,437.31 ₹1,21,328.27 Lowest |
| 2.00ROAD RECONCRETING | |||||||
| 2.00 | 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) | 30 | cum | 9,563.75 ₹2,86,912.5 Lowest | 9,565 ₹2,86,950 | 9,563.75 ₹2,86,912.5 Lowest | 9,563.75 ₹2,86,912.5 Lowest |
| 3.00ROAD RETARRING | |||||||
| 3.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 52.48 | sqm | 316.22 ₹16,595.23 Lowest | 320 ₹16,793.6 | 316.22 ₹16,595.23 Lowest | 316.22 ₹16,595.23 Lowest |
Tender Value
₹12.7 L
EMD Value
₹31,778
Closing Date
9 Jul 2026, 1:00 pmClosed
AEE
OFFICE OF EXECUTIVE ENGINEER PMC
GENERAL-PMC/2026/PROJ NO 91 /27 , WARD 17 AC OFFICE ROAD, VINAYAKA COLONY ROAD, ABHINAV COLONY ROAD AND DRINAGE RENNOVATION
2026_LSGD_858396_1
1/ AEE/LIDEW/PMC/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Palakkad
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,778
Yes
13 Aug 2026
1 Jul 2026
10 Jul 2026
1 Jul 2026
9 Jul 2026
1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DRINAGE | |||||
| 1.001 | 2.5.1.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (I) By Manual Means (A) Lime Concrete | - | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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 I. P.C.C grade M 10 (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) | - | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
| 2ROAD RECONCRETING | |||||
| 2.001 | 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 | - | - |
| 3ROAD RETARRING | |||||
| 3.001 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 1 | sqm | - | - |
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