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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.2 LAccepted-AOC | ₹23.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹25.4 L+₹2.2 L (9.47%)Rejected-AOC | ₹25.4 L+₹2.2 L (9.47%) | L2 | Rejected-AOC L2 |
| 3 | L3₹25.5 L+₹2.3 L (9.96%)Rejected-AOC | ₹25.5 L+₹2.3 L (9.96%) | L3 | Rejected-AOC L3 |
| 4 | L4₹26.8 L+₹3.6 L (15.5%)Rejected-AOC | ₹26.8 L+₹3.6 L (15.5%) | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | GAFOOR L2 | MUJEEB RAHIMAN K L4 | EXCELSIOR ENTERPRISES L1 | Geethu Das L3 |
|---|---|---|---|---|---|---|---|
| 1.00Appendix A- Compound wall - Foundation | |||||||
| 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 | 44 | cum | 392.09 ₹17,251.96 | 413.68 ₹18,201.92 | 350 ₹15,400 Lowest | 394 ₹17,336 |
| 1.00 | 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) | 8.6 | cum | 9,117.38 ₹78,409.47 | 9,619.26 ₹82,725.64 | 8,350 ₹71,810 Lowest | 9,159 ₹78,767.4 |
| 1.00 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 31 | cum | 4,352.87 ₹1,34,938.97 | 4,592.48 ₹1,42,366.88 | 3,990 ₹1,23,690 Lowest | 4,373 ₹1,35,563 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 45 | sqm | 420.91 ₹18,940.95 | 444.08 ₹19,983.6 | 380 ₹17,100 Lowest | 423 ₹19,035 |
| 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) | 17.86 | cum | 11,432.76 ₹2,04,189.09 | 12,062.09 ₹2,15,428.93 | 10,400 ₹1,85,744 Lowest | 11,485 ₹2,05,122.1 |
| 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 | 2,059.15 | kilogram | 122.55 ₹2,52,348.83 | 129.29 ₹2,66,227.5 | 112 ₹2,30,624.8 Lowest | 123 ₹2,53,275.45 |
| 2.00Appendix B- Compound Wall -Superstructure | |||||||
| 2.00 | 65.7:Hydraulic excavator | 10 | Day | 11,704.25 ₹1,17,042.5 | 12,348.52 ₹1,23,485.2 | 10,700 ₹1,07,000 Lowest | 11,758 ₹1,17,580 |
| 2.00 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 45.84 | sqm | 1,099.32 ₹50,392.83 | 1,159.83 ₹53,166.61 | 1,005 ₹46,069.2 Lowest | 1,104 ₹50,607.36 |
Tender Value
₹23.3 L
EMD Value
₹50,000
Closing Date
2 Jun 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
Harbour Engineering Department Office of Executive Engineer Munambam Ernakulam
GENERAL Modernisation and Research and Development of HED Office building for Centre Circle Construction of Compound wall General Civil Work
2026_HED_852894_1
HED/CEHED/56/2026-2027
Open Tender
Civil Works - Others
Item Rate
Ernakulam
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
10 Sept 2026
25 May 2026
4 Jun 2026
25 May 2026
2 Jun 2026
25 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A- Compound wall - Foundation | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | - | cum | - | - |
| 1.004 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | 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 | 5.22.6: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 | - | - |
| 2Appendix B- Compound Wall -Superstructure | |||||
| 2.001 | 65.7:Hydraulic excavator | - | Day | - | - |
| 2.002 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - |
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