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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹19.8 L+₹31,408.51 (1.61%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹21.3 L+₹1.9 L (9.61%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹22.7 L+₹3.2 L (16.5%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Mohammed Ashraf T T L1 | SUBIN JOSEPH L3 | C.K SUBAIR L2 | aravindakshan L4 |
|---|---|---|---|---|---|---|---|
| 1.00Maintanance 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 | 3.28 | cum | 280 ₹918.4 Lowest | 318.11 ₹1,043.4 | 294.89 ₹967.24 | 338 ₹1,108.64 |
| 1.00 | OD106465/2026-2027:Laterate masonry with neatyl dressed laterite stone of size 30*20*20cm in cement mortor foundation and basement including all cost of materials labour charges etc | 3.31 | cum | 5,000 ₹16,540 | 5,375.22 ₹17,781.23 | 4,982.94 ₹16,483.57 Lowest | 5,718 ₹18,915.14 |
| 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) | 0.2 | cum | 6,000 ₹1,200 Lowest | 7,015.02 ₹1,403 | 6,503.08 ₹1,300.62 | 7,462 ₹1,492.4 |
| 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) | 1.54 | cum | 9,000 ₹13,896 | 9,275.19 ₹14,320.89 | 8,598.3 ₹13,275.78 Lowest | 9,867 ₹15,234.65 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 3.56 | sqm | 350 ₹1,246 | 341.47 ₹1,215.63 | 316.55 ₹1,126.92 Lowest | 363 ₹1,292.28 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 6.4 | sqm | 900 ₹5,760 | 891.85 ₹5,707.84 | 826.77 ₹5,291.33 Lowest | 948 ₹6,067.2 |
| 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 | 146.48 | kilogram | 90 ₹13,183.2 Lowest | 99.41 ₹14,561.58 | 92.16 ₹13,499.6 | 105 ₹15,380.4 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 29.5 | sqm | 300 ₹8,850 Lowest | 326.98 ₹9,645.91 | 303.12 ₹8,942.04 | 347 ₹10,236.5 |
| 1.01 | 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | 29.5 | sqm | 160 ₹4,720 Lowest | 185.05 ₹5,458.98 | 171.54 ₹5,060.43 | 196 ₹5,782 |
Tender Value
₹22.7 L
EMD Value
₹50,000
Closing Date
12 Oct 2026, 6:00 pmClosed
Assistant Execurtive Engineer
Office of the Executive Engineer LID AND EW DIVISION, KASARAGOD P.O. VIDYANAGAR
Providing Basic Facility at Kuttikol Sunday Theatre
2026_LSGD_875247_1
73/2026-27
Open Tender
Civil Works - Buildings
Item Wise
180 days
KUTTIKKOL
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
14 Oct 2026
3 Oct 2026
14 Oct 2026
3 Oct 2026
12 Oct 2026
3 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintanance 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 | 3.28 | cum | - | - |
| 1.002 | OD106465/2026-2027:Laterate masonry with neatyl dressed laterite stone of size 30*20*20cm in cement mortor foundation and basement including all cost of materials labour charges etc | 3.31 | cum | - | - |
| 1.003 | 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) | 0.2 | 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) | 1.54 | cum | - | - |
| 1.005 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 3.56 | sqm | - | - |
| 1.006 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 6.4 | sqm | - | - |
| 1.007 | 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 | 146.48 | kilogram | - | - |
| 1.008 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 29.5 | sqm | - | - |
| 1.009 | 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | 29.5 | sqm | - | - |
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