Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹5.0 LAccepted-Finance AMARAVILA KERALA | THIRUVANANTHAPURAM | KERALA | 695001 | l1 | Accepted-Finance l1 | |
| 2 | l2₹5.6 L+₹56,621.94 (11.3%)Rejected-Finance | l2 | Rejected-Finance l2 | |
| 3 | Rejected-Technical NELLIPARA PO 670571 | KANNUR | KERALA | 670571 | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | R BIJUKUMAR L3 | MAHESH L4 | Renjith s L2 | MANU S S L1 |
|---|---|---|---|---|---|---|---|
| 1.00retaining wall | |||||||
| 1.00 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 15.6 | cum | 12,652.58 ₹1,97,380.25 | 13,000 ₹2,02,800 | 12,011.53 ₹1,87,379.87 | 10,875.65 ₹1,69,660.14 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. | 79.04 | sqm | 831.74 ₹65,740.73 | 700 ₹55,328 Lowest | 789.6 ₹62,409.98 | 714.71 ₹56,490.68 |
| 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 | 2,808 | kilogram | 111.37 ₹3,12,726.96 | 118 ₹3,31,344 | 105.73 ₹2,96,889.84 | 94.96 ₹2,66,647.68 Lowest |
| 1.00 | OD67191/2026-2027:PVC WEEP HOLES. Providing weep holes using 75mm dia. PVC pipes working pressure 4Kg/sq.cm includin cost of materials, conveyance, labour charges etc complete. | 24 | metre | 109.65 ₹2,631.6 | 140 ₹3,360 | 104.1 ₹2,498.4 | 24.99 ₹599.76 Lowest |
| 1.00 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. | 29.25 | cum | 315.49 ₹9,228.08 | 450 ₹13,162.5 | 299.51 ₹8,760.67 | 270.72 ₹7,918.56 Lowest |
Tender Value
₹6.1 L
EMD Value
₹15,161
Closing Date
23 Jul 2026, 6:00 pmClosed
Executive Engineer
Executive Engineer
PR NO 39 2026 27 MAINTENANCE OF TRANSFERRED INSTITUTIONS BALANCE WORK OF RETAINING WALL IN KARAMANA BOYS GHSS IN KARAMANA WARD
2026_LSGD_860710_3
EE(C)/PLANFUND TENDER/2026-27 (4)
Open Tender
Civil Works - Buildings
Item Rate
180 days
Thiruvananthapuram
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,340
Yes
₹15,161
Yes
13 Oct 2026
16 Jul 2026
24 Jul 2026
16 Jul 2026
23 Jul 2026
16 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1retaining wall | |||||
| 1.001 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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 | - | - |
| 1.004 | OD67191/2026-2027:PVC WEEP HOLES. Providing weep holes using 75mm dia. PVC pipes working pressure 4Kg/sq.cm includin cost of materials, conveyance, labour charges etc complete. | - | metre | - | - |
| 1.005 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. | - | cum | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
finance_1455572.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 • 0.37 MB
nit.pdf
Tender Documents • 0.35 MB
fot.pdf
Tender Documents • 0.28 MB
epay.pdf
Tender Documents • 0.23 MB
preagmnt.pdf
Tender Documents • 0.29 MB
affidavit.pdf
Tender Documents • 0.27 MB
integrity.pdf
Tender Documents • 0.23 MB
viewsbd.pdf
Tender Documents • 2.31 MB
BOQ_1455572.xls
BOQ • 0.23 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 .