Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAdmitted-Fee/PreQual/Technical/Finance | ₹4.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.6 L+₹2,974.19 (0.65%)Admitted-Fee/PreQual/Technical/Finance | ₹4.6 L+₹2,974.19 (0.65%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Tilby Joseph L1 | GITHIN K GEORGE L2 |
|---|---|---|---|---|---|
| 1.00kitchen | |||||
| 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 | 7.06 | cum | 359.72 ₹2,538.18 Lowest | 359.72 ₹2,538.18 Lowest |
| 1.00 | OD528863/2025-2026: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 | 9.7 | cum | 3,993.46 ₹38,744.55 Lowest | 3,993.46 ₹38,744.55 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. | 6.22 | cum | 318.47 ₹1,979.61 Lowest | 318.47 ₹1,979.61 Lowest |
| 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) | 0.91 | cum | 10,488.77 ₹9,534.29 Lowest | 11,000 ₹9,999 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 12.12 | sqm | 762.88 ₹9,246.11 Lowest | 762.88 ₹9,246.11 Lowest |
| 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 | 121.2 | kilogram | 112.43 ₹13,626.52 Lowest | 125 ₹15,150 |
| 1.01 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 9.17 | cum | 7,713.54 ₹70,740.88 Lowest | 7,713.54 ₹70,740.88 Lowest |
| 1.01 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 0.61 | cum | 13,442.14 ₹8,145.94 Lowest | 13,442.14 ₹8,145.94 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 117.45 | sqm | 369.76 ₹43,428.31 Lowest | 369.76 ₹43,428.31 Lowest |
Tender Value
₹4.6 L
EMD Value
₹11,476
Closing Date
26 May 2026, 10:45 amClosed
Secretary
Block Panchayathu Office, Idukki , Thadiyampadu-685602
MLA-SDF-Construction of Kitchen for Vimalagiri H i g h S c h o o l m a r i y a p u r a m Gramapanchayath-2025-26-General Civil Work
2026_CRD_851177_1
LSGD/CELSGD/114198/2024-2025
Open Tender
Civil Works - Buildings
Item Rate
Mariyapuram GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,015
Yes
₹11,476
Yes
1 Jun 2026
15 May 2026
26 May 2026
15 May 2026
26 May 2026
15 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1kitchen | |||||
| 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 | OD528863/2025-2026: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 | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
| 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 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 1 | cum | - | - |
| 1.008 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 1 | cum | - | - |
| 1.009 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
stage.html
html • 0.02 MB
finance_1438180.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 • 0.09 MB
Tendernotice_2.pdf
PDF • 0.03 MB
Tendernotice_3.pdf
PDF • 0.03 MB
BOQ_1438180.xls
BOQ • 0.32 MB
viewsbd.pdf
Tender Documents • 1.86 MB
pri.pdf
Tender Documents • 0.03 MB
fot.pdf
Tender Documents • 0.02 MB
affi.pdf
Tender Documents • 0.02 MB
NIT.pdf
Tender Documents • 0.07 MB
corri.pdf
PDF • 0.02 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 .