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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₹64.6 LAdmitted-Finance PULLIYIL MADASSERI HOUSE MELMURI PO ERANAD MALAPPURAM | MELMURI | MALAPPURAM | KERALA | L1 | Admitted-Finance | |
| 2 | L2₹64.6 L+₹374.45 (<0.01%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹64.7 L+₹14,282.90 (0.22%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | E.K. MOIDEEN L3 | AZEEZ E.K. L2 | P. M Abdul kareem L1 |
|---|---|---|---|---|---|---|
| 1.001.Appendix-A-Pathumoochi- Koramkulangara road concreting | ||||||
| 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 | 66.15 | cum | 65.78 ₹4,351.35 Lowest | 65.78 ₹4,351.35 Lowest | 65.78 ₹4,351.35 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 | 190.49 | cum | 405.52 ₹77,245.48 Lowest | 405.52 ₹77,245.48 Lowest | 405.52 ₹77,245.48 Lowest |
| 1.00 | OD96477/2025-2026
(51.2.3) Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 14.14 | cum | 944.28 ₹13,352.12 Lowest | 944.28 ₹13,352.12 Lowest | 944.28 ₹13,352.12 Lowest |
| 1.00 | 4.1.A.1
Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 39.35 | cum | 3,077.04 ₹1,21,093.83 Lowest | 3,100 ₹1,21,997.4 | 3,077.04 ₹1,21,093.83 Lowest |
| 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) | 49.19 | cum | 8,790.99 ₹4,32,455.17 | 8,784.48 ₹4,32,134.93 Lowest | 8,784.48 ₹4,32,134.93 Lowest |
| 1.01 | OD96478/2025-2026
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(OD from MORD11.4.1.1 without form work) | 22.12 | cum | 8,200 ₹1,81,425 | 7,800 ₹1,72,575 Lowest | 7,950.03 ₹1,75,894.41 |
| 1.01 | 11.4.2.1
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 59.78 | cum | 8,080.08 ₹4,83,027.18 Lowest | 8,080.08 ₹4,83,027.18 Lowest | 8,080.08 ₹4,83,027.18 Lowest |
| 1.01 | 12.5.1.1
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix
(1:2.5:5) | 3.24 | cum | 8,546.22 ₹27,689.75 Lowest | 8,546.22 ₹27,689.75 Lowest | 8,546.22 ₹27,689.75 Lowest |
| 1.01 | 12.5.3
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 23.18 | cum | 9,867.56 ₹2,28,730.04 | 9,605.33 ₹2,22,651.55 Lowest | 9,605.33 ₹2,22,651.55 Lowest |
Tender Value
₹80 L
Closing Date
2 Sept 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
BaijuT P
Forest Industries Travancore Limited , Aluva
Road concreting
2025_FITL_791053_1
FIT/CP-41/2025-26
Open Tender
Civil Works - Others
Item Rate
540 days
vengara Grama Panchayath
Refer Tender document
8 documents required · 8 mandatory
₹2,950
Exempted
Forest Industries Travancore Limited Thaikkattukar
10 Sept 2025
25 Aug 2025
3 Sept 2025
25 Aug 2025
2 Sept 2025
25 Aug 2025
25 Aug 2025 - 28 Aug 2025
28 Aug 2025
Amount
1.Appendix-A-Pathumoochi- Koramkulangara road concreting
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
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
OD96477/2025-2026 (51.2.3) Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
4.1.A.1 Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
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)
OD96478/2025-2026 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(OD from MORD11.4.1.1 without form work)
11.4.2.1 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
12.5.1.1 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
12.5.3 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20
11.8 Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD105962/2025-2026 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing,staircase railing and similar works, including applying priming coat of approved steel primer G.I. pipes
2.Appendix-B-Kurukkappadam-Areekkathodu canal road concreting
12.5.3 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20
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
OD108596/2025-2026 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(OD from MORD11.4.1.1 without form work)
11.4.2.1 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
11.8 Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
4.1.A.1 Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
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)
AZEEZ E.K. (BID ID -2321494)
E.K. MOIDEEN (BID ID -2314645)
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