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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-Finance | ₹1.7 L | L1 | Accepted-Finance L1 |
| 2 | L2₹1.7 L+₹1,694.41 (1.01%)Accepted-Finance | ₹1.7 L+₹1,694.41 (1.01%) | L2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | RAJI R L1 | PRAMOD G S L2 |
|---|---|---|---|---|---|
| 1.00Building work | |||||
| 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 | 1.26 | cum | 364.04 ₹458.69 Lowest | 367.72 ₹463.33 |
| 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) | 2 | cum | 8,028.09 ₹16,072.24 Lowest | 8,109.18 ₹16,234.58 |
| 1.00 | OD93270/2026-2027:DRY RUBBLE MASONRY using Dry rubble with hard stone foundtion and plinth including
all charges etc complete | 0.9 | cum | 5,550.83 ₹4,995.75 Lowest | 5,606.9 ₹5,046.21 |
| 1.00 | OD93271/2026-2027:Random rubble masonry with hard stone in foundation and plinth including levelling up with
cement mortar 1:6(1 cement : 6 coarse sand) | 0.67 | cum | 7,632.22 ₹5,128.85 Lowest | 7,709.31 ₹5,180.66 |
| 1.00 | 50.6.1.8: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 super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete | 1.16 | cum | 7,713.99 ₹8,917.37 Lowest | 7,791.91 ₹9,007.45 |
| 1.01 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 21.69 | kg | 113.77 ₹2,467.22 Lowest | 114.92 ₹2,492.16 |
| 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). | 0.35 | cum | 13,603.45 ₹4,788.41 Lowest | 13,740.86 ₹4,836.78 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 2.81 | sqm | 972.77 ₹2,738.35 Lowest | 982.6 ₹2,766.02 |
| 1.01 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 2.81 | sqm | 321.12 ₹903.95 Lowest | 324.36 ₹913.07 |
Tender Value
₹1.7 L
EMD Value
₹4,236
Closing Date
27 Jul 2026, 6:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer LID_EW Karode G P
Building work
2026_LSGD_861091_1
AE/KRD/5/TEND/2026-27
Open Tender
Civil Works - Buildings
Item Rate
Karode grama panchayat
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹4,236
Yes
21 Aug 2026
18 Jul 2026
29 Jul 2026
18 Jul 2026
27 Jul 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Building work | |||||
| 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) | 1 | cum | - | - |
| 1.003 | OD93270/2026-2027:DRY RUBBLE MASONRY using Dry rubble with hard stone foundtion and plinth including
all charges etc complete | - | cum | - | - |
| 1.004 | OD93271/2026-2027:Random rubble masonry with hard stone in foundation and plinth including levelling up with
cement mortar 1:6(1 cement : 6 coarse sand) | - | cum | - | - |
| 1.005 | 50.6.1.8: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 super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete | 1 | cum | - | - |
| 1.006 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 1 | kg | - | - |
| 1.007 | 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). | - | cum | - | - |
| 1.008 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 1 | sqm | - | - |
| 1.009 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 1 | sqm | - | - |
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