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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹56.8 LAdmitted-Finance | ₹56.8 L | L1 | Admitted-Finance |
| 2 | L2₹57.0 L+₹20,388.60 (0.36%)Admitted-Finance KARALIKKATTIL HOUSE WANDOOR | WANDOOR | MALAPPURAM | KERALA | ₹57.0 L+₹20,388.60 (0.36%) | L2 | Admitted-Finance |
| 3 | L3₹57.1 L+₹32,332.05 (0.57%)Admitted-Finance | ₹57.1 L+₹32,332.05 (0.57%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Noorul Hassan K T L2 | AKBAR MANCHERRY L3 | K. MOOSA L1 |
|---|---|---|---|---|---|---|
| 1.00App A: Thayyilakkadavu -Paalathingalkkadu Road | ||||||
| 1.01 | 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. | 705 | sqm | 14.7 ₹10,363.5 Lowest | 24.8 ₹17,484 | 14.7 ₹10,363.5 Lowest |
| 1.02 | OD387912/2025-2026 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 | 623.7 | sqm | 33.75 ₹21,049.88 Lowest | 33.75 ₹21,049.88 Lowest | 33.75 ₹21,049.88 Lowest |
| 1.03 | OD388714/2025-2026 (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 | 88.62 | cum | 944.28 ₹83,686.82 Lowest | 944.28 ₹83,686.82 Lowest | 944.28 ₹83,686.82 Lowest |
| 1.04 | 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 | 238.08 | cum | 3,077.04 ₹7,32,581.68 Lowest | 3,077.04 ₹7,32,581.68 Lowest | 3,077.04 ₹7,32,581.68 Lowest |
| 1.05 | OD387909/2025-2026 (OD from 75.8.1) Providing Plain cement concrete for road work without formwork
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 ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) Net | 203.01 | cum | 8,446.62 ₹17,14,748.33 Lowest | 8,446.62 ₹17,14,748.33 Lowest | 8,446.62 ₹17,14,748.33 Lowest |
| 1.06 | OD388708/2025-2026 [OD From MoRD 6.7.1] - Interlocking Concrete Block Pavement Providing and
Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 233.8 | sqm | 991.62 ₹2,31,840.76 Lowest | 991.62 ₹2,31,840.76 Lowest | 991.62 ₹2,31,840.76 Lowest |
| 1.07 | OD388710/2025-2026 OD FROM DAR 2.6.1 Earth work in excavation by mechanical means (Hydraulic
excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil | 11.88 | cum | 246.52 ₹2,928.66 Lowest | 246.52 ₹2,928.66 Lowest | 246.52 ₹2,928.66 Lowest |
| 1.08 | OD388711/2025-2026 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) | 1.62 | cum | 7,950.03 ₹12,879.05 Lowest | 7,950.03 ₹12,879.05 Lowest | 7,950.03 ₹12,879.05 Lowest |
| 1.09 | OD388709/2025-2026 Modified Mord 11.4.2.1 Providing concrete for plain/reinforced concrete without form work 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) | 2.16 | cum | 7,769.29 ₹16,781.67 Lowest | 7,769.29 ₹16,781.67 Lowest | 7,769.29 ₹16,781.67 Lowest |
Tender Value
₹71 L
Closing Date
20 May 2026, 5:00 pmClosed
Baiju T.P
Forest Industries Travancore Limited
Construction of Road
2026_FITL_850570_1
FIT/CP-03/2026-27
Open Tender
Civil Works - Roads
Item Rate
Munniyoor GP
Refer Tender Document
8 documents required · 8 mandatory
₹2,950
Exempted
Forest Industries Travancore Limited
25 May 2026
13 May 2026
21 May 2026
13 May 2026
20 May 2026
13 May 2026
13 May 2026 - 15 May 2026
16 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1App A: Thayyilakkadavu -Paalathingalkkadu Road | |||||
| 1.01 | 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. | - | sqm | - | - |
| 1.02 | OD387912/2025-2026 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 | - | sqm | - | - |
| 1.03 | OD388714/2025-2026 (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 | - | cum | - | - |
| 1.04 | 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 | - | cum | - | - |
| 1.05 | OD387909/2025-2026 (OD from 75.8.1) Providing Plain cement concrete for road work without formwork
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 ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) Net | 1 | cum | - | - |
| 1.06 | OD388708/2025-2026 [OD From MoRD 6.7.1] - Interlocking Concrete Block Pavement Providing and
Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | - | sqm | - | - |
| 1.07 | OD388710/2025-2026 OD FROM DAR 2.6.1 Earth work in excavation by mechanical means (Hydraulic
excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. All kinds of soil | - | cum | - | - |
| 1.08 | OD388711/2025-2026 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) | - | cum | - | - |
| 1.09 | OD388709/2025-2026 Modified Mord 11.4.2.1 Providing concrete for plain/reinforced concrete without form work 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) | - | cum | - | - |
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