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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.4 LAdmitted-Finance | ₹17.4 L | L1 | Admitted-Finance |
| 2 | L2₹17.9 L+₹47,303.90 (2.72%)Admitted-Finance | ₹17.9 L+₹47,303.90 (2.72%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | TPSAINUDHEEN L2 | GLOBAL CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00FORMATION OF ROAD | |||||
| 1.01 | OD216383/2025-2026 2.001-Specification code: 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
getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
All kinds of soil | 100.17 | cum | 300 ₹30,051 Lowest | 300 ₹30,051 Lowest |
| 1.02 | OD216386/2025-2026 DRY RUBBLE MASONRY _ Dry rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement 6 coarse sand 12 graded stone aggregate stone aggregate 20 mm nominal size ) including cost of through stone and bond stone | 100.91 | cum | 6,500 ₹6,55,928 | 6,200 ₹6,25,654.4 Lowest |
| 1.03 | 11.4.3.1 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 3.71 | cum | 10,200 ₹37,842 | 10,000 ₹37,100 Lowest |
| 1.04 | 3.14
Construction of Subgrade and Earthen Shoulders<br> 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. | 77.91 | cum | 700 ₹54,537 | 680 ₹52,978.8 Lowest |
| 1.05 | 6.1.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 | 33.39 | cum | 3,600 ₹1,20,204 | 3,500 ₹1,16,865 Lowest |
| 1.06 | 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) | 33.39 | cum | 9,300 ₹3,10,527 Lowest | 9,300 ₹3,10,527 Lowest |
| 2.00CONSTRUCTION OF CULVERT | |||||
| 2.01 | OD216409/2025-2026 60.1.1 RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete. | 12 | metre | 1,700 ₹20,400 | 1,690 ₹20,280 Lowest |
| 2.02 | OD216410/2025-2026 2.002-Specification code: 60.2.2 Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 56 | hour | 500 ₹28,000 Lowest | 500 ₹28,000 Lowest |
Tender Value
₹22 L
Closing Date
28 May 2026, 5:00 pmClosed
Baiju T.P
Forest Industries Travancore Limited
Construction of Road
2026_FITL_852091_1
FIT/CP-09/2026-27
Open Tender
Civil Works - Roads
Item Rate
365 days
Areeparambu Road in Mulavukadu GP
Refer Tender Document
8 documents required · 8 mandatory
₹2,950
Exempted
Forest Industries Travancore Limited
2 Jun 2026
20 May 2026
29 May 2026
20 May 2026
28 May 2026
20 May 2026
20 May 2026 - 22 May 2026
25 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1FORMATION OF ROAD | |||||
| 1.01 | OD216383/2025-2026 2.001-Specification code: 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
getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
All kinds of soil | - | cum | - | - |
| 1.02 | OD216386/2025-2026 DRY RUBBLE MASONRY _ Dry rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement 6 coarse sand 12 graded stone aggregate stone aggregate 20 mm nominal size ) including cost of through stone and bond stone | 0.8 | cum | - | - |
| 1.03 | 11.4.3.1 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.04 | 3.14
Construction of Subgrade and Earthen Shoulders<br> 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. | 1 | cum | - | - |
| 1.05 | 6.1.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 | - | cum | - | - |
| 1.06 | 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) | - | cum | - | - |
| 2CONSTRUCTION OF CULVERT | |||||
| 2.01 | OD216409/2025-2026 60.1.1 RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete. | - | metre | - | - |
| 2.02 | OD216410/2025-2026 2.002-Specification code: 60.2.2 Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | - | hour | - | - |
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