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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.3 LAdmitted-Fee/PreQual/Technical/Finance NA | NA | NA | 121004 | ₹15.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹15.6 L+₹32,875.32 (2.15%)Admitted-Fee/PreQual/Technical/Finance | ₹15.6 L+₹32,875.32 (2.15%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Jithin K M L2 | NAVAS M K L1 |
|---|---|---|---|---|---|
| 1.00Infrastructure developments | |||||
| 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 | 10.5 | cum | 381.31 ₹4,003.76 | 373.3 ₹3,919.65 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) | 0.8 | cum | 8,409.03 ₹6,752.45 | 8,232.44 ₹6,610.65 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) | 6.4 | cum | 11,118.32 ₹71,157.25 | 10,884.84 ₹69,662.98 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. | 30.5 | sqm | 889.99 ₹27,144.7 | 871.3 ₹26,574.65 Lowest |
| 1.00 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 8.5 | sqm | 1,018.94 ₹8,660.99 | 997.54 ₹8,479.09 Lowest |
| 1.01 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | 736 | kg | 118.24 ₹87,024.64 | 115.75 ₹85,192 Lowest |
| 1.01 | 13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) | 26.95 | sqm | 497.38 ₹13,404.39 | 486.93 ₹13,122.76 Lowest |
| 1.01 | 13.109.1:Finishing walls with water proofing cement paint of required shade :Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. | 611.91 | sqm | 125.14 ₹76,574.42 | 122.51 ₹74,965.09 Lowest |
| 1.01 | 16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 | 31.5 | cum | 3,533.35 ₹1,11,300.53 | 3,459.15 ₹1,08,963.23 Lowest |
Tender Value
₹15.6 L
EMD Value
₹39,097
Closing Date
11 Sept 2026, 11:00 amClosed
AE
LID AND EW SUBDIVISION VYPIN BP
Annual Plan-Infrastructure developments to Dialysis Unit PHASE3 PRONO215
2026_LSGD_867110_1
LSGD/CELSGD/TR/15890/2026
Open Tender
Civil Works - Buildings
Item Rate
60 days
NJARAKKAL
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹39,097
Yes
14 Sept 2026
2 Sept 2026
14 Sept 2026
2 Sept 2026
11 Sept 2026
2 Sept 2026
2 Sept 2026 - 11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Infrastructure developments | |||||
| 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 | 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 | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - |
| 1.006 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | - | kg | - | - |
| 1.007 | 13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) | 1 | sqm | - | - |
| 1.008 | 13.109.1:Finishing walls with water proofing cement paint of required shade :Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. | 1 | sqm | - | - |
| 1.009 | 16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 | - | cum | - | - |
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