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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.4 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹40.6 L+₹28,076.66 (0.70%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹40.7 L+₹29,937.34 (0.74%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | E.K. MOIDEEN L3 | AZEEZ E.K. L2 | P. M Abdul kareem L1 |
|---|---|---|---|---|---|---|
| 1.00Aravangara velloor road. | ||||||
| 1.01 | OD207219/2025-2026
Specification code: 2.28.1
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 589.25 | sqm | 38 ₹22,391.5 | 45 ₹26,516.25 | 33.75 ₹19,887.19 Lowest |
| 1.02 | OD224986/2025-2026
Filling with Quarry muck Filling up low lying and water logged areas with local material/quaarry muck , spreading in layers , levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade.
Od from DAR 51.2.3 | 88.39 | cum | 988 ₹87,327.34 | 1,020 ₹90,155.76 | 944.28 ₹83,463.02 Lowest |
| 1.03 | 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 | 70.71 | cum | 3,088 ₹2,18,352.48 | 3,100 ₹2,19,201 | 3,077.04 ₹2,17,577.5 Lowest |
| 1.04 | 75.8.1
Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course 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) | 88.39 | cum | 8,899 ₹7,86,564.81 | 8,784.48 ₹7,76,442.62 Lowest | 8,784.48 ₹7,76,442.62 Lowest |
| 1.05 | 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 | 1.8 | cum | 455 ₹819 | 405.52 ₹729.94 Lowest | 405.52 ₹729.94 Lowest |
| 1.06 | 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 | 1.8 | cum | 8,255 ₹14,859 Lowest | 8,268.01 ₹14,882.42 | 8,268.01 ₹14,882.42 |
| 1.07 | 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) | 2.88 | cum | 8,585 ₹24,724.8 | 8,080.08 ₹23,270.63 Lowest | 8,080.08 ₹23,270.63 Lowest |
| 2.00Kaliyamparambu Chakkichal road | ||||||
| 2.01 | 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 | 18.17 | cum | 48 ₹872.06 Lowest | 405.52 ₹7,367.49 | 405.52 ₹7,367.49 |
Tender Value
₹50 L
Closing Date
16 Jan 2026, 5:00 pmClosed
Baiju T.P
Forest Industries Travancore Limited
Construction of Road
2026_FITL_826819_1
FIT/CP-123/2025-26
Open Tender
Civil Works - Water Works
Item Rate
365 days
Malappuram
Refer Tender Document
7 documents required · 7 mandatory
₹2,950
Exempted
Forest Industries Travancore Limited
28 Jan 2026
9 Jan 2026
17 Jan 2026
9 Jan 2026
16 Jan 2026
9 Jan 2026
9 Jan 2026 - 12 Jan 2026
13 Jan 2026
Aravangara velloor road.
OD207219/2025-2026 Specification code: 2.28.1 Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
OD224986/2025-2026 Filling with Quarry muck Filling up low lying and water logged areas with local material/quaarry muck , spreading in layers , levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade. Od from DAR 51.2.3
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: 4 course 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)
3.5.1 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
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
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)
Kaliyamparambu Chakkichal road
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
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
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)
11.8 Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD220705/2025-2026 60.7.1. DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
OD207326/2025-2026 19.6.10. Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete: 900 mm dia R.C.C. pipe
13.1.2 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5<br>R.C.C M 25
OD216854/2025-2026 2.25 Filling with contractors own earth (excluding rock )in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. as per direction of site engineer -incharge
Alinkuvadu Palliyali road
OD218612/2025-2026 Specification code: 2.28.1 Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
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:4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete asper specification (i) Nominal mix (1:2:4)
chalithodi payyanazhi road
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.
OD216855/2025-2026 Filling with Quarry muck Filling up low lying and water logged areas with local material/quaarry muck , spreading in layers , levelling the top at site and consolidation by ramming etc. complete for improving the CBR value of subgrade. Od from DAR 51.2.3
OD216856/2025-2026 Specification code: 2.28.1 Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
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: 4 course 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 per specification (i) Nominal mix (1:2:4)
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