Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹84,440.90Accepted-AOC 11 | KANNUR | KERALA | 670511 | ₹84,440.90 | 1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | NAZAR P M L2 | MUHAMMED RIYAS L1 |
|---|---|---|---|---|---|
| 1.00side protection wall | |||||
| 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 | 0.54 | cum | 359.72 ₹194.25 | 327.38 ₹176.79 |
| 1.00 | OD425713/2025-2026:DRY RUBBLE MASONRY _ Dry rubble masonry with good quality blasted rubble , including conveyance of all materials labour charges etc. complete as per adirection of departmental officers (Modified 60.7.1) | 10.69 | cum | 3,653.72 ₹39,054.61 | 3,325.25 ₹35,543.60 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 33.87 | sqm | 762.88 ₹25,838.75 | 694.29 ₹23,515.60 |
| 1.00 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.04 | cum | 9,963.93 ₹10,392.38 | 9,068.17 ₹9,458.10 |
| 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 | 104.3 | kilogram | 112.43 ₹11,726.45 | 102.32 ₹10,671.98 |
| 1.01 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 7.64 | cum | 729.39 ₹5,576.19 | 663.81 ₹5,074.83 |
Tender Value
₹92,783
EMD Value
₹2,320
Closing Date
21 Jan 2026, 10:00 amClosed
ASSISTANT ENGINEER
Office of the Assistant Executive Engineer LIDEW Muvattupuzha Municipality
P.NO 344/25-26 WARD-18 CONSTRUCTION OF ANGANVADY SIDE PROTECTION WALL IN WARD-18 AT MUVATTUPUZHA MUNICIPALITY
2026_LSGD_827172_14
09/2025-26/AE/LSGD/MVPZA
Open Tender
Civil Works - Others
Muvattupuzha Municipality
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
₹2,320
18 Apr 2026
14 Jan 2026
22 Jan 2026
14 Jan 2026
21 Jan 2026
14 Jan 2026
side protection wall
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
OD425713/2025-2026:DRY RUBBLE MASONRY _ Dry rubble masonry with good quality blasted rubble , including conveyance of all materials labour charges etc. complete as per adirection of departmental officers (Modified 60.7.1)
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 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
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1388652.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 • 0.04 MB
Tendernotice_1.pdf
PDF • 0.08 MB
viewnit.pdf
Tender Documents • 0.07 MB
viewsbd.pdf
Other Document • 2.01 MB
BOQ_1388652.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid
