Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC | ₹3.0 L | L1 | Accepted-AOC Agreement |
| 2 | Rejected-Technical PRADEEPBHAVAN KUNNAMADU | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | PRADEEP KUMAR P G L3 | VIJAYAKUMAR L2 | BEENARANI S L1 |
|---|---|---|---|---|---|---|
| 1.00Interlock, Retaining wall | ||||||
| 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) | 5.25 | cum | 10,185.35 ₹53,473.09 | 10,185.35 ₹53,473.09 | 8,900 ₹46,725 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 | 393.75 | kilogram | 114.92 ₹45,249.75 | 114.5 ₹45,084.38 | 98 ₹38,587.5 Lowest |
| 1.00 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 52.5 | sqm | 858.26 ₹45,058.65 | 858.26 ₹45,058.65 | 750 ₹39,375 Lowest |
| 1.00 | 50.2.26.1: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. | 45.72 | cum | 455.62 ₹20,830.95 | 455.62 ₹20,830.95 | 400 ₹18,288 Lowest |
| 1.00 | 16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | 32.68 | sqm | 1,219.1 ₹39,840.19 | 1,219.1 ₹39,840.19 | 1,071 ₹35,000.28 Lowest |
| 1.01 | 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 | 3.9 | cum | 367.72 ₹1,434.11 | 367.72 ₹1,434.11 | 323 ₹1,259.7 Lowest |
| 1.01 | OD35369/2026-2027: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 | 3.9 | cum | 4,082.21 ₹15,920.62 | 4,082.21 ₹15,920.62 | 3,584 ₹13,977.6 Lowest |
| 1.01 | 50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 5.92 | cum | 6,889.88 ₹40,801.87 | 6,889.88 ₹40,801.87 | 6,063 ₹35,905.09 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 82.09 | sqm | 377.98 ₹31,030.27 | 377.98 ₹31,030.27 | 325 ₹26,680.88 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,464
Closing Date
30 Jun 2026, 2:00 pmClosed
AE
Office of the Assistant Engineer, LID-EW, Ottasekharamangalam GP, Ottasekharamangalam PO, Thiruvananthapuram-695125
Maintenance of Anakkuzhi Anganvadi
2026_LSGD_849726_5
01/AE/LID-EW/OSM/2026-27
Open Tender
Civil Works - Buildings
Item Rate
Ottasekharamangalam Grama Panchayat
Please refer Tender documents.
8 documents required · 8 mandatory
₹750
Yes
₹8,464
Yes
14 Aug 2026
20 Jun 2026
2 Jul 2026
20 Jun 2026
30 Jun 2026
20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Interlock, Retaining wall | |||||
| 1.001 | 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) | - | cum | - | - |
| 1.002 | 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 | - | kilogram | - | - |
| 1.003 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | sqm | - | - |
| 1.004 | 50.2.26.1: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. | 1 | cum | - | - |
| 1.005 | 16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | 1 | sqm | - | - |
| 1.006 | 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 | - | cum | - | - |
| 1.007 | OD35369/2026-2027: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 | - | cum | - | - |
| 1.008 | 50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 1 | cum | - | - |
| 1.009 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1 | sqm | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.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 • 0.28 MB
epay.pdf
Tender Documents • 0.23 MB
viewsbd.pdf
Tender Documents • 1.65 MB
viewnit.pdf
Tender Documents • 0.07 MB
fee.pdf
Tender Documents • 0.33 MB
integrity.pdf
Tender Documents • 0.23 MB
affi.pdf
Tender Documents • 0.23 MB
BOQ_1447659.xls
BOQ • 0.31 MB
form.pdf
Tender Documents • 0.24 MB
pre.pdf
Tender Documents • 0.25 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 .