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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.0 LAccepted-Finance | ₹57.0 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹58.1 LRejected-Finance KERALA INDIA 682030 | ERNAKULAM | KERALA | 682030 | ₹58.1 L | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | Tomco Engineering (P) Ltd. L1 | R. Sajikumar L2 |
|---|---|---|---|---|---|
| 1.00Construction of Elephant shelters 2 numbers | |||||
| 1.00 | 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 | 41.18 | cum | 276.53 ₹11,388.69 | 450 ₹18,532.8 |
| 1.00 | 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 | 34.18 | cum | 386.28 ₹13,202.8 | 275 ₹9,399.23 |
| 1.00 | 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) | 8.56 | cum | 8,534.83 ₹73,100.84 | 9,800 ₹83,937 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 33.9 | sqm | 415.34 ₹14,079.89 | 375 ₹12,712.5 |
| 1.00 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 16.64 | cum | 11,285.09 ₹1,87,806.43 | 12,500 ₹2,08,025 |
| 1.01 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 19.64 | cum | 13,742.67 ₹2,69,961.05 | 13,000 ₹2,55,372 |
| 1.01 | 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. | 19.2 | sqm | 902.76 ₹17,333.07 | 950 ₹18,240 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 130.54 | sqm | 1,084.61 ₹1,41,586.9 | 1,050 ₹1,37,069.1 |
| 1.01 | 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 | 2,455.62 | kilogram | 125 ₹3,06,953.12 | 112 ₹2,75,030 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
5 Mar 2026, 11:00 amClosed
CCF ETW
Office of the CCF ETW FHQ Vazhuthacaud TVM
KIIFB Projects - Construction of Satellite Rehabilitation Centre at Kaprikkad, Nature Study Centre, Kalady Division, Social Forestry, Central Region, Ernakulam - General Civil Works
2026_FD_833813_1
KFD/SFDA/ETW3-385/2026/Kalady
Open Tender
Civil Works - Others
270 days
Kalady Ernakulam
As per Bid Document
11 documents required · 11 mandatory
₹2,950
Yes
₹50,000
Yes
2 Jul 2026
5 Feb 2026
5 Mar 2026
5 Feb 2026
5 Mar 2026
5 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Elephant shelters 2 numbers | |||||
| 1.001 | 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 | 1 | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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) | 1 | cum | - | - |
| 1.004 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 1 | sqm | - | - |
| 1.005 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.006 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.007 | 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. | 1 | sqm | - | - |
| 1.008 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 0.8 | sqm | - | - |
| 1.009 | 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 | - | kilogram | - | - |
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