Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.0 LAccepted-AOC | ₹20.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹20.8 LRejected-AOC 42 I 63 PALAMATTATHIL SOUTH KALAMASSERY SANTHI NAGAR RAJAGIRI P O ERNAKULAM KERALA PIN 683104 | ERNAKULAM | ERNAKULAM | KERALA | 683104 | ₹20.8 L | L2 | Rejected-AOC L2 |
| 3 | L3₹20.8 LRejected-AOC | ₹20.8 L | L3 | Rejected-AOC L3 |
| 4 | L4₹21.4 LRejected-AOC | ₹21.4 L | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | Tomy Joseph L4 | PRIMETECH ENGINEERING L2 | P M GOPAKUMAR L1 | ASHARUF K K L3 |
|---|---|---|---|---|---|---|---|
| 1.00protection works | |||||||
| 1.00 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 14.85 | cum | 723.4 ₹10,742.49 | 1,826.5 ₹27,123.53 | 673.4 ₹9,999.99 | 700.71 ₹10,405.54 |
| 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 | 185.94 | cum | 246 ₹45,741.24 | 238.3 ₹44,309.50 | 229 ₹42,580.26 | 238.31 ₹44,311.36 |
| 1.00 | 60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 11.88 | cum | 1,638 ₹19,459.44 | 1,942.9 ₹23,081.65 | 1,525.4 ₹18,121.75 | 1,587.19 ₹18,855.82 |
| 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 | 457.15 | cum | 3,809 ₹17.4 L | 3,693.95 ₹16.9 L | 3,550.15 ₹16.2 L | 3,693.95 ₹16.9 L |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 57.01 | sqm | 369 ₹21,035.21 | 357.19 ₹20,361.97 | 343.25 ₹19,567.31 | 357.2 ₹20,362.54 |
| 1.01 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.69 | cum | 8,819 ₹41,343.47 | 8,543.2 ₹40,050.52 | 8,210.75 ₹38,492 | 8,543.27 ₹40,050.85 |
| 1.01 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 18.56 | cum | 9,321 ₹1.7 L | 7,900.12 ₹1.5 L | 8,677.35 ₹1.6 L | 9,028.76 ₹1.7 L |
| 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 | 835.11 | kilogram | 107.5 ₹89,774.33 | 103.99 ₹86,843.09 | 99.95 ₹83,469.24 | 104 ₹86,851.44 |
Tender Value
₹22.5 L
EMD Value
₹50,000
Closing Date
24 Feb 2026, 2:00 pmClosed
Executive Engineer
Executive Engineer O/o Office of the Executive Engineer, Minor Irrigation Division Kottayam
Protecting sides of Paingana thodu near John Paul church (31st mile) in ward 20 of Mundakayam panchayath
2026_Irrig_837189_1
IRR/IA/TR/2013/2025_5_1_1/1
Open Tender
Civil Works - Others
270 days
MUNDAKAYAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
11 Mar 2026
17 Feb 2026
25 Feb 2026
17 Feb 2026
24 Feb 2026
17 Feb 2026
protection works
60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
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
60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
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
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1409692.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.05 MB
Tendernotice_2.pdf
PDF • 2.54 MB
BOQ_1409692.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid