Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.7 LRejected-Finance | ₹11.7 L | L1 | Rejected-Finance L1 |
| 2 | Rejected-Technical KERALA KL | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | SHAIBU K JOHN L2 | PRAVEEN K P L1 |
|---|---|---|---|---|---|
| 1.00Compound 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 | 42 | cum | 424.35 ₹17,822.7 | 420.49 ₹17,660.58 Lowest |
| 1.00 | OD88357/2025-2026: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 | 112.6 | cum | 4,710.9 ₹5,30,442.63 | 4,668.08 ₹5,25,621.14 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 | 27.66 | sqm | 455.53 ₹12,602.24 | 451.39 ₹12,487.7 Lowest |
| 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) | 8.22 | cum | 11,753.98 ₹96,570.7 | 11,647.13 ₹95,692.82 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 | 534.04 | kilogram | 132.63 ₹70,829.73 | 131.42 ₹70,183.54 Lowest |
| 1.01 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 14.54 | cum | 7,808.23 ₹1,13,562.9 | 7,737.25 ₹1,12,530.56 Lowest |
| 1.01 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 477.45 | kg | 210.69 ₹1,00,594.15 | 208.78 ₹99,682.22 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 260.3 | sqm | 436.19 ₹1,13,538.08 | 432.23 ₹1,12,507.31 Lowest |
| 1.01 | 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | 260.3 | sqm | 246.86 ₹64,256.42 | 244.62 ₹63,673.36 Lowest |
Tender Value
₹10.7 L
EMD Value
₹26,842
Closing Date
17 Oct 2025, 6:00 pmClosed
ASSISTANT ENGINEER
LSGD OFFICE
Fresh Tender Annual Plan Alappuzha JP 2025 26 817 26 Punnapra Division Construction of Compound Wall for Govt High School Kuppapuram Kainakary GP Construction of Compound Wall General Civil Work
2025_LSGD_807495_3
JP/OCT/FRESH/LIDEW/ALPY/25-26
Open Tender
Civil Works - Others
Item Rate
365 days
ALAPPUZHA DP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹26,842
Yes
20 Aug 2026
9 Oct 2025
18 Oct 2025
9 Oct 2025
17 Oct 2025
9 Oct 2025
Amount
Compound 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
OD88357/2025-2026: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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
OD297841/2025-2026:Filling with contractor own earth (excluding rock) in open areas 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.(Modified 50.2.26.1)
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)
10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
13.71:Lettering with black Japan pint of approved brand and manufacture
SHAIBU K JOHN (BID ID -2395196)
Bidder Name
SHAIBU K JOHN
PRAVEEN K P
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
finance_1345880.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 • 0.25 MB
Tendernotice_2.pdf
PDF • 0.46 MB
Tendernotice_3.pdf
PDF • 0.10 MB
Tendernotice_4.pdf
PDF • 0.26 MB
Tendernotice_5.pdf
PDF • 0.07 MB
Tendernotice_6.pdf
PDF • 0.30 MB
SBD.pdf
Tender Documents • 3.05 MB
BOQ_1345880.xls
BOQ • 0.31 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .