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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₹39.7 LAdmitted-Finance KALPAKANCHERY 676 551 | MALAPPURAM | KERALA | 676551 | L1 | Admitted-Finance | |
| 2 | L2₹39.7 L+₹741 (0.02%)Admitted-Finance MANNATH HOUSE VALIYAKUNNU P O VALANCHERY 676552 | VALIYAKUNNU | MALAPPURAM | KERALA | 676552 | L2 | Admitted-Finance | |
| 3 | L3₹39.7 L+₹897.83 (0.02%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | C M SHAJI L3 | MOHAMMED RIYAS K L1 | Nishad M L2 |
|---|---|---|---|---|---|---|
| 1.00Maambra Nechikkund Kavupura AP Aslam Memmorial Road Development work | ||||||
| 1.01 | 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-in-charge.All kinds of soil | 217.81 | cum | 236.63 ₹51,541.56 Lowest | 236.63 ₹51,541.56 Lowest | 236.63 ₹51,541.56 Lowest |
| 1.02 | 2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 217.81 | cum | 120.34 ₹26,211.86 Lowest | 120.34 ₹26,211.86 Lowest | 120.34 ₹26,211.86 Lowest |
| 1.03 | 60.5.2 DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete. | 126 | each | 503.92 ₹63,493.92 Lowest | 503.92 ₹63,493.92 Lowest | 503.92 ₹63,493.92 Lowest |
| 1.04 | 4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 7.41 | cum | 7,286.51 ₹53,993.04 | 7,186.51 ₹53,252.04 Lowest | 7,286.51 ₹53,993.04 |
| 1.05 | 5.33.1.1 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of
concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All work upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum | 163.91 | cum | 10,002.27 ₹16,39,422.06 Lowest | 10,002.27 ₹16,39,422.06 Lowest | 10,002.27 ₹16,39,422.06 Lowest |
| 1.06 | 5.35 Add for using extra cement in the items of design mix over and above the specified cement content therein | 57.37 | quintal | 793 ₹45,492.03 Lowest | 793 ₹45,492.03 Lowest | 793 ₹45,492.03 Lowest |
| 1.07 | 5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 17,202.06 | kilogram | 103.26 ₹17,76,284.3 Lowest | 103.26 ₹17,76,284.3 Lowest | 103.26 ₹17,76,284.3 Lowest |
| 1.08 | 5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 44.4 | sqm | 354.69 ₹15,748.24 Lowest | 354.69 ₹15,748.24 Lowest | 354.69 ₹15,748.24 Lowest |
| 1.09 | 5.9.2 Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 234.44 | sqm | 771.19 ₹1,80,796.24 Lowest | 771.19 ₹1,80,796.24 Lowest | 771.19 ₹1,80,796.24 Lowest |
Tender Value
₹50 L
Closing Date
2 Nov 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Akhil Elias Varghese
Forest Industries Travancore Limited
Construction of Road
2026_FITL_881978_1
FIT/CP-39/2026-27
Open Tender
Civil Works - Roads
Item Rate
240 days
Kalpakanchery GP
Refer Tender Document
8 documents required · 8 mandatory
₹2,950
Exempted
Forest Industries Travancore Limited
4 Nov 2026
24 Oct 2026
3 Nov 2026
24 Oct 2026
2 Nov 2026
24 Oct 2026
24 Oct 2026 - 26 Oct 2026
28 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maambra Nechikkund Kavupura AP Aslam Memmorial Road Development work | |||||
| 1.01 | 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-in-charge.All kinds of soil | 217.82 | cum | - | - |
| 1.02 | 2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 217.82 | cum | - | - |
| 1.03 | 60.5.2 DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete. | 126 | each | - | - |
| 1.04 | 4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 7.41 | cum | - | - |
| 1.05 | 5.33.1.1 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of
concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All work upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum | 163.91 | cum | - | - |
| 1.06 | 5.35 Add for using extra cement in the items of design mix over and above the specified cement content therein | 57.37 | quintal | - | - |
| 1.07 | 5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 17,202.06 | kilogram | - | - |
| 1.08 | 5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 44.4 | sqm | - | - |
| 1.09 | 5.9.2 Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 234.44 | sqm | - | - |
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