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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 | 1₹6.1 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹6.6 L+₹49,294.02 (8.07%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | 3₹6.7 L+₹56,624.76 (9.27%)Rejected-Finance PARAMBIL HOUSE KONDURKKARA PO AE | THRISSUR | KERALA | 679105 | 3 | Rejected-Finance L3 | |
| 4 | 4₹7.2 L+₹1.1 L (17.6%)Rejected-Finance | 4 | Rejected-Finance L4 | |
| 5 | 5₹7.4 L+₹1.3 L (21.0%)Rejected-Finance | 5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | Raveendran M L5 | ANWAR CONSTRUCTION L6 | ABDUL JALEEL P S L3 | muhamedrafeek L1 | MOHAMMED MUSTHAFA P. L4 | Musthafa K P L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Construction of Eduthara Villath Padi road INTERLOCKING | |||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 502.9 | sqm | 14.03 ₹7,055.69 | 14.1 ₹7,090.89 | 12.68 ₹6,376.77 | 11.6 ₹5,833.64 Lowest | 13.64 ₹6,859.56 | 12.54 ₹6,306.37 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 12.78 | cum | 58.66 ₹749.67 | 58.89 ₹752.61 | 52.95 ₹676.7 | 48.45 ₹619.19 Lowest | 56.97 ₹728.08 | 52.36 ₹669.16 |
| 1.00 | 4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 56.8 | cum | 2,179.77 ₹1,23,810.94 | 2,188.7 ₹1,24,318.16 | 1,967.88 ₹1,11,775.58 | 1,800.95 ₹1,02,293.96 Lowest | 2,117.42 ₹1,20,269.46 | 1,946.26 ₹1,10,547.57 |
| 1.00 | OD130311/2025-2026:(Modified DSR Code 16.91.2) Providing and laying factory made chamfered edge 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould , laid in required colour & pattern over 50mm thick compacted bed of 6 MM aggregate, compacting and proper embedding/laying of inter locking paver blocks into the into the aggregate bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge | 455.6 | sqm | 988.7 ₹4,50,451.72 | 992.75 ₹4,52,296.9 | 892.58 ₹4,06,659.45 | 816.87 ₹3,72,165.97 Lowest | 960.41 ₹4,37,562.8 | 882.78 ₹4,02,194.57 |
| 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) | 16.86 | cum | 8,392.19 ₹1,41,492.32 | 8,426.62 ₹1,42,072.81 | 7,576.4 ₹1,27,738.1 | 6,933.71 ₹1,16,902.35 Lowest | 8,152.14 ₹1,37,445.08 | 7,493.19 ₹1,26,335.18 |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade 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. | 12.78 | cum | 570.67 ₹7,293.16 | 573.01 ₹7,323.07 | 515.19 ₹6,584.13 | 471.49 ₹6,025.64 Lowest | 554.34 ₹7,084.47 | 509.54 ₹6,511.92 |
| 1.01 | OD130269/2025-2026:Engaging Labour For Clearing site | 5 | Day | 989.26 ₹4,946.3 | 993.31 ₹4,966.55 | 893.09 ₹4,465.45 | 817.33 ₹4,086.65 Lowest | 960.96 ₹4,804.8 | 883.28 ₹4,416.4 |
| 1.01 | OD130294/2025-2026:Providing and fixing name board with granite of any colour 18mm thick including engraving letters etc.complete | 1 | sqm | 3,603.66 ₹3,603.66 | 3,618 ₹3,618 | 3,253.35 ₹3,253.35 | 2,977.37 ₹2,977.37 Lowest | 3,500.57 ₹3,500.57 | 3,217.62 ₹3,217.62 |
Tender Value
₹8.4 L
EMD Value
₹21,066
Closing Date
6 Aug 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER DIST PANCHAYAT PALAKKAD
Annual Plan-DP 2025-26 Construction of Eduthara Villath Padi road ward 5 Kulukkaloor GP Pno 189General fund Amount Rs.1000000
2025_LSGD_778579_11
03/AEE/2025-26 DT 19.07.2025
Open Tender
Civil Works - Roads
Item Rate
180 days
PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,860
Yes
₹21,066
Yes
15 Nov 2025
25 Jul 2025
8 Aug 2025
25 Jul 2025
6 Aug 2025
25 Jul 2025
Amount
Construction of Eduthara Villath Padi road INTERLOCKING
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.
4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
OD130311/2025-2026:(Modified DSR Code 16.91.2) Providing and laying factory made chamfered edge 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould , laid in required colour & pattern over 50mm thick compacted bed of 6 MM aggregate, compacting and proper embedding/laying of inter locking paver blocks into the into the aggregate bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge
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)
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade 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.
OD130269/2025-2026:Engaging Labour For Clearing site
OD130294/2025-2026:Providing and fixing name board with granite of any colour 18mm thick including engraving letters etc.complete
Musthafa K P (BID ID -2271868)
ABDUL JALEEL P S (BID ID -2276972)
MOHAMMED MUSTHAFA P. (BID ID -2276898)
Raveendran M (BID ID -2275972)
ANWAR CONSTRUCTION (BID ID -2276354)
Bidder Name
ABDUL JALEEL P S
MOHAMMED MUSTHAFA P.
Raveendran M
muhamedrafeek
ANWAR CONSTRUCTION
Musthafa K P
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