Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.6 LAccepted-Finance | L1 | Accepted-Finance Lowest Quoted bidder | |
| 2 | L2₹12.7 L+₹10,346.13 (0.82%)Accepted-Finance LSGD SECTION MALAYALAPUZHA GRAMA PANCHAYATH | PALAKKAD | KERALA | 678001 | L2 | Accepted-Finance Second lowest |
| Sl No | Description | Qty | Unit | SHIJU K VARGHESE L1 | SHYJU T JOHN L2 |
|---|---|---|---|---|---|
| 1.00Renovation works | |||||
| 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 | 6.9 | cum | 359.72 ₹2,482.07 Lowest | 359.72 ₹2,482.07 Lowest |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 3.98 | cum | 7,932 ₹31,529.7 Lowest | 7,932.89 ₹31,533.24 |
| 1.00 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 23.62 | cum | 8,364 ₹1,97,599.5 Lowest | 8,364.57 ₹1,97,612.97 |
| 1.00 | 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) | 4.3 | cum | 9,200 ₹39,606 Lowest | 9,235.97 ₹39,760.85 |
| 1.00 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.16 | cum | 10,400 ₹43,212 Lowest | 10,488.77 ₹43,580.84 |
| 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 | 1,277.4 | kilogram | 111 ₹1,41,791.4 Lowest | 112.43 ₹1,43,618.08 |
| 1.01 | 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. | 106 | sqm | 800 ₹84,800 Lowest | 839.6 ₹88,997.6 |
| 1.01 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 52.07 | metre | 220 ₹11,455.4 Lowest | 228.13 ₹11,878.73 |
| 1.01 | 14.72X:Scaffolding | 1 | each | 13,000 ₹13,000 Lowest | 13,274.38 ₹13,274.38 |
Tender Value
₹12.7 L
EMD Value
₹31,727
Closing Date
17 Jul 2026, 11:00 amClosed
Assistant Engineer
Office of the Assistant Executive Engineer, LIDEW Subdivision, Konni block Panchayat
Konni BP 2026-27(Proj no.89/27) Renovation works to Konni Taluk hospital.-Renovation works-General Civil Work
2026_LSGD_859524_1
01/AE/LSGD/KNI/2026-27
Open Tender
Civil Works - Buildings
Item Rate
270 days
Elakollur
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,727
Yes
22 Jul 2026
7 Jul 2026
17 Jul 2026
7 Jul 2026
17 Jul 2026
7 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Renovation works | |||||
| 1.001 | 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 | - | - |
| 1.002 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.003 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.004 | 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) | 1 | cum | - | - |
| 1.005 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | - | metre | - | - |
| 1.009 | 14.72X:Scaffolding | - | each | - | - |
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
finance_1453348.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
Affi.pdf
Tender Documents • 0.24 MB
Epay.pdf
Tender Documents • 0.23 MB
FOT.pdf
Tender Documents • 0.25 MB
Ipac.pdf
Tender Documents • 0.23 MB
BOQ_1453348.xls
BOQ • 0.32 MB
Pagree.pdf
Tender Documents • 0.26 MB
merged.pdf
Tender Documents • 2.22 MB
Tim.pdf
PDF • 0.19 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 .