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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 | L2₹4.6 LAccepted-AOC CHAMANAPASSIL HOUSE CRAV 25 VELLAPPALLY KOCHI 28 | KOCHI | ERNAKULAM | KERALA | L2 | Accepted-AOC Lowest rate | |
| 2 | L2₹4.7 LRejected-AOC | L2 | Rejected-AOC Higher rate |
| Sl No | Description | Qty | Unit | V O Jose L2 | UNNIKRISHNAN L1 |
|---|---|---|---|---|---|
| 1.00Renovation | |||||
| 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. | 156 | sqm | 16.01 ₹2,497.56 | 16 ₹2,496 Lowest |
| 1.00 | OD89683/2025-2026:Construction of granular sub-base/base/surface course by providing local material spreading in uniform layers,levelling the top and compacting with smooth wheel roller as per Technical Specification.(GSB using sacrified materials) | 6.24 | cum | 242.92 ₹1,515.82 Lowest | 264 ₹1,647.36 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 12.48 | cum | 3,337.88 ₹41,656.74 Lowest | 3,445 ₹42,993.6 |
| 1.00 | OD89715/2025-2026:Providing and laying of interlocking concrete block pavements using 80 mm M40 by hydraulic blocks of approved size , design $amp : shape laid in crushed stone chippng
6.7 mm size 100mm passing 9.5 mm and retained on 2.36 mm using plate vibrator etc
as per deptl specifications | 156 | sqm | 1,232.93 ₹1,92,337.08 | 1,169 ₹1,82,364 Lowest |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 4.5 | cum | 9,186.73 ₹41,312.72 Lowest | 9,253 ₹41,610.74 |
| 1.01 | OD89684/2025-2026:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 1,440 | kg | 120.74 ₹1,73,865.6 Lowest | 121 ₹1,74,240 |
| 1.01 | OD89682/2025-2026:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work | 74.54 | sqm | 171.75 ₹12,802.25 Lowest | 172 ₹12,820.88 |
Tender Value
₹4.7 L
EMD Value
₹11,650
Closing Date
29 Jul 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
George C J
Office of the Assistant Engineer, LIDEW Section,Pallippuram Grama Panchayat
Re tender-Annual Plan-2024-25-Pallippuram GP-Project No.367/25-Renovation of Raveendran bridge road in ward No.1 of Pallippuram Panchayath-General Civil Work
2025_LSGD_734862_24
04/2024/AE/LIDEW/PPM/XI PHASE
Open Tender
Civil Works - Roads
Item Rate
240 days
Pallippuram Grama Panchayat
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,030
Yes
₹11,650
Yes
2 Sept 2025
19 Jul 2025
30 Jul 2025
19 Jul 2025
29 Jul 2025
19 Jul 2025
Amount
Renovation
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.
OD89683/2025-2026:Construction of granular sub-base/base/surface course by providing local material spreading in uniform layers,levelling the top and compacting with smooth wheel roller as per Technical Specification.(GSB using sacrified materials)
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
OD89715/2025-2026:Providing and laying of interlocking concrete block pavements using 80 mm M40 by hydraulic blocks of approved size , design $amp : shape laid in crushed stone chippng 6.7 mm size 100mm passing 9.5 mm and retained on 2.36 mm using plate vibrator etc as per deptl specifications
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD89684/2025-2026:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
OD89682/2025-2026:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work
V O Jose (BID ID -2263872)
Bidder Name
V O Jose
UNNIKRISHNAN
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finance_1272574.pdf
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