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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹12.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹13.1 L+₹38,148.52 (3.00%)Admitted-Fee/PreQual/Technical/Finance POKKULANGARA PO THRISSUR | THRISSUR | THRISSUR | KERALA | 680615 | ₹13.1 L+₹38,148.52 (3.00%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | REJITH.R L1 | Sarath v L2 |
|---|---|---|---|---|---|
| 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 | 15.5 | cum | 997 ₹15,453.5 | 700 ₹10,850 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 | 15 | cum | 441 ₹6,615 Lowest | 500 ₹7,500 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 10 | cum | 9,400 ₹94,000 Lowest | 9,800 ₹98,000 |
| 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 | 34.5 | cum | 9,001 ₹3,10,534.5 Lowest | 9,200 ₹3,17,400 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 2.35 | tonne | 1,00,437 ₹2,35,625.2 | 1,00,100 ₹2,34,834.6 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) | 5.4 | cum | 9,563 ₹51,640.2 Lowest | 9,700 ₹52,380 |
| 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. | 28.68 | sqm | 317 ₹9,091.56 | 316 ₹9,062.88 Lowest |
Tender Value
₹12.7 L
EMD Value
₹31,776
Closing Date
10 Aug 2026, 1:00 pmClosed
AEE
OFFICE OF EXECUTIVE ENGINEER PMC
GENERAL-PMC/2026/PROJ NO 72 /27 , PRIYADHARASANI LANE 2 ,VENKITESWARAPURAM ROAD,COURT ROAD NEAR JAYARAJ PROPERTY ,MANIYANKADU ROAD RENNOVATION
2026_LSGD_863816_1
02/AEE/LIDEW/PMC/72/2026-27
Open Tender
Civil Works - Roads
Item Rate
240 days
Palakkad
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,776
Yes
11 Aug 2026
3 Aug 2026
11 Aug 2026
3 Aug 2026
10 Aug 2026
3 Aug 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 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | 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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