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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC CHOLAKKAPARAMBAN | ERNAKULAM | KERALA | 680667 | L1 | Accepted-AOC lowest | |
| 2 | L2₹5.9 L+₹77,451.92 (15.2%)Rejected-Finance | L2 | Rejected-Finance lsecond owest |
| Sl No | Description | Qty | Unit | KUNJALAN A L2 | KUNHIMOIDEEN CHOLAKKAPARAMBAN L1 |
|---|---|---|---|---|---|
| 1.00THODU MAINTENANCE | |||||
| 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 | 1.57 | cum | 236.63 ₹372.69 Lowest | 236.63 ₹372.69 Lowest |
| 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) | 1.05 | cum | 7,286.51 ₹7,650.84 Lowest | 7,286.51 ₹7,650.84 Lowest |
| 1.00 | 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) | 3.36 | cum | 11,731.49 ₹39,417.81 Lowest | 11,731.49 ₹39,417.81 Lowest |
| 1.00 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 19.5 | cum | 12,346.86 ₹2,40,763.77 Lowest | 12,346.86 ₹2,40,763.77 Lowest |
| 1.00 | 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 | 1,657.08 | kilogram | 150 ₹2,48,562 | 103.26 ₹1,71,110.08 Lowest |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 88.3 | sqm | 354.69 ₹31,319.13 Lowest | 354.69 ₹31,319.13 Lowest |
| 1.01 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 71 | metre | 209.54 ₹14,877.34 Lowest | 209.54 ₹14,877.34 Lowest |
| 1.01 | OD408717/2025-2026:Providing and fixing granite of any colour and shade for name board of required size laid over base of cement mortar 1:4 (1cement :4 coarse sand) including all charges etc..complete at all level including lettering and fixing | 1 | sqm | 2,806.23 ₹2,806.23 Lowest | 2,806.23 ₹2,806.23 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,708
Closing Date
7 Mar 2026, 10:00 amClosed
MANJU G
LID EW SECTION PERUMANNA KLARI GP
Annual Plan-Perumanna Klari GP-31/25-26 Nilathodu Maintenance second phase -General Civil Work
2026_LSGD_841490_11
08/AE/PMKY/ET8/2025-26
Open Tender
Civil Works - Others
Item Rate
240 days
PERUMANNA KLARI GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,708
Yes
13 Jul 2026
28 Feb 2026
9 Mar 2026
28 Feb 2026
7 Mar 2026
28 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1THODU MAINTENANCE | |||||
| 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 | - | cum | - | - |
| 1.002 | 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) | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | - | cum | - | - |
| 1.005 | 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 | kilogram | - | - |
| 1.006 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 1.007 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | - | metre | - | - |
| 1.008 | OD408717/2025-2026:Providing and fixing granite of any colour and shade for name board of required size laid over base of cement mortar 1:4 (1cement :4 coarse sand) including all charges etc..complete at all level including lettering and fixing | - | sqm | - | - |
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