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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹79.2 LAdmitted-Finance | ₹79.2 L | L1 | Admitted-Finance |
| 2 | L2₹79.2 LAdmitted-Finance | ₹79.2 L | L2 | Admitted-Finance |
| 3 | L3₹81.2 LAdmitted-Finance | ₹81.2 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | E.K.Abdulsalam L2 | SREEDHARAN .M L1 | Musthafa KT L3 |
|---|---|---|---|---|---|---|
| 1.00PUNNAMKULAM NAGAR ROAD SIDE PROTECTION | ||||||
| 1.01 | 2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 88.54 | cum | 360 ₹31,874.4 | 359.65 ₹31,843.41 | 359.72 ₹31,849.61 |
| 1.02 | 4.1.6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 38.43 | cum | 8,370 ₹3,21,659.1 | 8,364.5 ₹3,21,447.74 | 8,364.57 ₹3,21,450.43 |
| 1.03 | 5.1.3 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 185.1 | cum | 9,970 ₹18,45,407.12 | 9,963.9 ₹18,44,278.03 | 9,963.93 ₹18,44,283.59 |
| 1.04 | 4.3.2 Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 1,027.75 | sqm | 840 ₹8,63,310 | 839.5 ₹8,62,796.13 | 839.6 ₹8,62,898.9 |
| 1.05 | 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 | 3,533.43 | kg | 112.5 ₹3,97,510.88 | 112.35 ₹3,96,980.86 | 112.43 ₹3,97,263.54 |
| 2.00CEMENT CONCRETE ROAD | ||||||
| 2.01 | 2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 185.09 | cum | 360 ₹66,634.2 | 359.65 ₹66,569.42 | 359.72 ₹66,582.37 |
| 2.02 | 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 | 135.36 | cum | 910 ₹1,23,177.6 | 909.5 ₹1,23,109.92 | 909.57 ₹1,23,119.4 |
| 3.00CEMENT CONCRETE ROAD | ||||||
Tender Value
₹1 Cr
Closing Date
19 Jun 2026, 5:00 pmClosed
Baiju T.P
Forest Industries Travancore Limited
General Civil Work
2026_FITL_855461_1
FIT/CP-19/2026-27
Open Tender
Civil Works - Others
365 days
Punnamkulam, Alathur
Refer Tender Document
8 documents required · 8 mandatory
₹2,950
Exempted
Forest Industries Travancore Limited
24 Jun 2026
11 Jun 2026
20 Jun 2026
11 Jun 2026
19 Jun 2026
11 Jun 2026
11 Jun 2026 - 13 Jun 2026
16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PUNNAMKULAM NAGAR ROAD SIDE PROTECTION | |||||
| 1.01 | 2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | - | cum | - | - |
| 1.02 | 4.1.6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.03 | 5.1.3 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 185.1 | cum | - | - |
| 1.04 | 4.3.2 Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | - | sqm | - | - |
| 1.05 | 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 | 1 | kg | - | - |
| 2CEMENT CONCRETE ROAD | |||||
| 2.01 | 2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 1 | cum | - | - |
| 2.02 | 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 | - | - |
| 3CEMENT CONCRETE ROAD | |||||
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