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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.0 L+₹38,297.27 (5.77%)Accepted-AOC | L2 | Accepted-AOC L2 | |
| 3 | Rejected-Technical KUNDUPARAMBIL CHEMBRA PO | KOLLAM | KERALA | 689694 | - | Rejected-Technical L5 | |
| 4 | Rejected-Technical MCF BUILDING CONSTRUCTION MUTHUTHALA GP 899 25 MCF BUILDING CONSTRUCTION MUTHUTHALA GP GENERAL CIVIL WORK | - | Rejected-Technical L7 | |
| 5 | Rejected-Technical | - | Rejected-Technical L6 |
| Sl No | Description | Qty | Unit | ABDUL AZEEZ T V L1 | ABDUL HAKKEEM K P L5 | Mohammed Abdul Jaleel L6 | HAMZA P L7 | Musthafa K P L2 | MUHAMMED ALI P.S. L3 | VIJITH M L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Appendix.A .Road interlock work | ||||||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 130.5 | cum | 50.42 ₹6,579.81 Lowest | 59.43 ₹7,755.62 | 60.72 ₹7,923.96 | 64.32 ₹8,393.76 | 53 ₹6,916.5 | 54.22 ₹7,075.71 | 57.88 ₹7,553.34 |
| 1.00 | OD505806/2024-2025: Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
(i) Using naturally occuring gravel | 43.5 | cum | 1,641.12 ₹71,388.72 Lowest | 1,934.18 ₹84,136.83 | 1,976.05 ₹85,958.18 | 2,093.27 ₹91,057.25 | 1,745 ₹75,907.5 | 1,764.83 ₹76,770.11 | 1,883.94 ₹81,951.39 |
| 1.00 | OD505259/2024-2025:Flooring with interlocking paving blocks 80mm thick M30grade over a bed of 6mm metal filing in 50mm average thick and compacting suing earth hammer /compacting ting machine hand operated including cost and conveyance of all materials labor charges ,etc., complete ,Excluding cost of edges concreting (16.91.2 modified) | 348 | 1 sqm | 791.68 ₹2,75,504.64 Lowest | 933.06 ₹3,24,704.88 | 953.25 ₹3,31,731 | 1,009.8 ₹3,51,410.4 | 842 ₹2,93,016 | 851.36 ₹2,96,273.28 | 908.82 ₹3,16,269.36 |
| 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) | 13.86 | cum | 6,471.73 ₹89,698.18 Lowest | 7,627.41 ₹1,05,715.9 | 7,792.5 ₹1,08,004.05 | 8,254.77 ₹1,14,411.11 | 6,885 ₹95,426.1 | 6,959.59 ₹96,459.92 | 7,429.29 ₹1,02,969.96 |
| 1.00 | OD505260/2024-2025:Supplying and providing readymade GI name board with all conveyance,labour and hire chages etc complete using GI hollow tube of size 80X40X1.4 MM post.40x20x1.4 mm outerframe,0.6 mmthick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer,lettering with suitable colour and size,fixing the post in ground with cc 1:2:4 etc complete | 1 | each | 2,198.53 ₹2,198.53 Lowest | 2,591.14 ₹2,591.14 | 2,647.22 ₹2,647.22 | 2,804.26 ₹2,804.26 | 2,339 ₹2,339 | 2,364.27 ₹2,364.27 | 2,523.6 ₹2,523.6 |
| 2.00Appendix.B-ROAD CONCRETE | ||||||||||
| 2.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 57.06 | cum | 50.42 ₹2,876.97 Lowest | 59.43 ₹3,391.08 | 60.72 ₹3,464.68 | 64.32 ₹3,670.1 | 53 ₹3,024.18 | 54.22 ₹3,093.79 | 57.88 ₹3,302.63 |
| 2.00 | OD505801/2024-2025: Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
(i) Using naturally occuring gravel | 19.02 | cum | 1,641.12 ₹31,214.1 Lowest | 1,934.18 ₹36,788.1 | 1,976.05 ₹37,584.47 | 2,093.27 ₹39,814 | 1,745 ₹33,189.9 | 1,764.83 ₹33,567.07 | 1,883.94 ₹35,832.54 |
| 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) | 28.53 | cum | 6,471.73 ₹1,84,638.46 Lowest | 7,627.41 ₹2,17,610.01 | 7,792.5 ₹2,22,320.03 | 8,254.77 ₹2,35,508.59 | 6,750 ₹1,92,577.5 | 6,959.59 ₹1,98,557.1 | 7,429.29 ₹2,11,957.64 |
Tender Value
Refer Docs
EMD Value
₹21,177
Closing Date
1 May 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER LIDEW
O/o Office of the Assistant Engineer, LSGD Section Thiruvegappura (For and on behalf of Governor of Kerala)
ROAD
2025_LSGD_761460_7
09/LRRP//AE/LSGD/TVGGP/2025-26
Open Tender
Civil Works - Roads
Item Rate
60 days
THIRUVEGAPURA
ROAD
8 documents required · 8 mandatory
₹1,870
₹21,177
29 Sept 2025
24 Apr 2025
5 May 2025
24 Apr 2025
1 May 2025
24 Apr 2025
24 Apr 2025 - 1 May 2025
Amount
Appendix.A .Road interlock work
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD505806/2024-2025: Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i) Using naturally occuring gravel
OD505259/2024-2025:Flooring with interlocking paving blocks 80mm thick M30grade over a bed of 6mm metal filing in 50mm average thick and compacting suing earth hammer /compacting ting machine hand operated including cost and conveyance of all materials labor charges ,etc., complete ,Excluding cost of edges concreting (16.91.2 modified)
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)
OD505260/2024-2025:Supplying and providing readymade GI name board with all conveyance,labour and hire chages etc complete using GI hollow tube of size 80X40X1.4 MM post.40x20x1.4 mm outerframe,0.6 mmthick iron sheet of size 90x60 cm with two coat of enamel painting over a coat of primer,lettering with suitable colour and size,fixing the post in ground with cc 1:2:4 etc complete
Appendix.B-ROAD CONCRETE
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD505801/2024-2025: Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i) Using naturally occuring gravel
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)
Musthafa K P (BID ID -2205577)
MUHAMMED ALI P.S. (BID ID -2205610)
VIJITH M (BID ID -2205100)
ABDUL HAKKEEM K P (BID ID -2205418)
Mohammed Abdul Jaleel (BID ID -2205437)
HAMZA P (BID ID -2205590)
Bidder Name
HAMZA P
MUHAMMED ALI P.S.
Mohammed Abdul Jaleel
ABDUL AZEEZ T V
ABDUL HAKKEEM K P
VIJITH M
Musthafa K P
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