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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC | ₹3.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.2 L+₹1,316.77 (0.42%)Rejected-Finance | ₹3.2 L+₹1,316.77 (0.42%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | NIHAS EM L1 | Nishad P I L2 |
|---|---|---|---|---|---|
| 1.00Construction of Open Gym | |||||
| 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 | 1.7 | cum | 257.63 ₹438.23 Lowest | 257.63 ₹438.23 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) | 0.49 | cum | 7,932.89 ₹3,855.38 Lowest | 7,932.89 ₹3,855.38 Lowest |
| 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) | 0.96 | cum | 10,488.77 ₹10,069.22 Lowest | 10,488.77 ₹10,069.22 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 | 70.08 | kilogram | 112.43 ₹7,879.09 Lowest | 112.43 ₹7,879.09 Lowest |
| 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 | 4.8 | sqm | 386.16 ₹1,853.57 Lowest | 386.16 ₹1,853.57 Lowest |
| 1.01 | 16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 5 | sqm | 136.23 ₹681.15 Lowest | 136.23 ₹681.15 Lowest |
| 1.01 | OD289920/2025-2026:Walker Single- Providing and fixing Walker single FNF 004- Minimum 100 NB GI C-class Pipe- for Main Frame, minimum 32 NB GI C-CLASS Pipe- for Leg Frame, Minimum 25 NB GI C-Class Pipe for Handle Frame, Nylon 66 Injection Moulded casing clamps, LLDP Root molded seat with inbuilt bolts 3/8" X 1.5" foot rest, Nylon 66 injection Molded bearing cap & PIPE CAP, fully Done by first coat of Primer – jotun Brad 40-50 Micron thickness and Top Coat of pure polyester powder with 70- 80micron thickness Powder coat | 1 | each | 54,540 ₹54,540 Lowest | 55,540 ₹55,540 |
| 1.01 | OD289924/2025-2026:Rider- Providing and fixing Fun Rider (FNF 002)- Minimum 100 NB GI C-class Pipe- for MAIN FRAME, Minimum 32 NB GI C-CLASS pipe for SEAT FRAME, Minimum 40 NB & 25 NB C CLASS GI C-Class Pipe for Handle frame, Minimum 32NB & 25NB GI C-Class pipe with two handles for Leg Rest, LLDP Rotomoulded seat with inbuilt bolts 3/8" X 1.5" for Foot rest & Seat Rest, Nylon 66 injection moulded Bearing cap & Pipe Cap, fully Done by first coat of Primer – jotun Brad 40-50 Micron thickness and Top Coat of pure polyester powder with 70- 80 micron thickness Powder Coat. | 1 | each | 46,460 ₹46,460 Lowest | 46,460 ₹46,460 Lowest |
| 1.01 | OD289921/2025-2026:Ski trainer- Providing and fixing Ski trainer- FNF 014- Minimum 100 NB G.I. C class pipes for Main Frame, Minimum 40 NB G.I. pipe for Foot Rest Pipe, Minimum 40NB & 25 NB G.I. pipe for Handle, Minimum 25 NB & 40 NB GI C-Class Pipe for Connecting Pipe, LLDP Rotomoulded seat with inbuilt bolts 3/8" X 1.5" for Foot rest, Nylon 66 injection moulded Bearing Cap & Pipe cap, fully Done by first coat of Primer – jotun Brad 40-50 Micron thickness and Top Coat of pure polyester powder with 70- 80micron thickness Powder Coat | 1 | each | 73,730 ₹73,730 Lowest | 73,730 ₹73,730 Lowest |
Tender Value
₹3.2 L
EMD Value
₹7,919
Closing Date
29 May 2026, 2:30 pmClosed
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
MLA-SDF- Kothamangalam LAC- 2025-26- Setting up of Open Gym Equipments at Ward 15, Kothamangalam Municipality, Ernakulam District
2026_KEL_852449_1
KRO/ BDC/2387/2026
Open Tender
Civil Works - Others
Item Rate
KEL MAMALA KOCHI
Please refer Tender documents.
6 documents required · 6 mandatory
₹748
Yes
₹7,919
Yes
2 Jul 2026
22 May 2026
30 May 2026
22 May 2026
29 May 2026
22 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Open Gym | |||||
| 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 | 5.1.2: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) | - | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | - | sqm | - | - |
| 1.007 | OD289920/2025-2026:Walker Single- Providing and fixing Walker single FNF 004- Minimum 100 NB GI C-class Pipe- for Main Frame, minimum 32 NB GI C-CLASS Pipe- for Leg Frame, Minimum 25 NB GI C-Class Pipe for Handle Frame, Nylon 66 Injection Moulded casing clamps, LLDP Root molded seat with inbuilt bolts 3/8" X 1.5" foot rest, Nylon 66 injection Molded bearing cap & PIPE CAP, fully Done by first coat of Primer – jotun Brad 40-50 Micron thickness and Top Coat of pure polyester powder with 70- 80micron thickness Powder coat | - | each | - | - |
| 1.008 | OD289924/2025-2026:Rider- Providing and fixing Fun Rider (FNF 002)- Minimum 100 NB GI C-class Pipe- for MAIN FRAME, Minimum 32 NB GI C-CLASS pipe for SEAT FRAME, Minimum 40 NB & 25 NB C CLASS GI C-Class Pipe for Handle frame, Minimum 32NB & 25NB GI C-Class pipe with two handles for Leg Rest, LLDP Rotomoulded seat with inbuilt bolts 3/8" X 1.5" for Foot rest & Seat Rest, Nylon 66 injection moulded Bearing cap & Pipe Cap, fully Done by first coat of Primer – jotun Brad 40-50 Micron thickness and Top Coat of pure polyester powder with 70- 80 micron thickness Powder Coat. | - | each | - | - |
| 1.009 | OD289921/2025-2026:Ski trainer- Providing and fixing Ski trainer- FNF 014- Minimum 100 NB G.I. C class pipes for Main Frame, Minimum 40 NB G.I. pipe for Foot Rest Pipe, Minimum 40NB & 25 NB G.I. pipe for Handle, Minimum 25 NB & 40 NB GI C-Class Pipe for Connecting Pipe, LLDP Rotomoulded seat with inbuilt bolts 3/8" X 1.5" for Foot rest, Nylon 66 injection moulded Bearing Cap & Pipe cap, fully Done by first coat of Primer – jotun Brad 40-50 Micron thickness and Top Coat of pure polyester powder with 70- 80micron thickness Powder Coat | - | each | - | - |
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