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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹6.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹6.8 L+₹1,250.17 (0.18%)Admitted-Fee/PreQual/Technical/Finance NO DETAILS FOUND | ₹6.8 L+₹1,250.17 (0.18%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹6.8 L+₹1,435.53 (0.21%)Admitted-Fee/PreQual/Technical/Finance | ₹6.8 L+₹1,435.53 (0.21%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹6.8 L+₹2,343.03 (0.35%)Admitted-Fee/PreQual/Technical/Finance F O ASSOCIATES LAND MARK CENTRE NEAR BUS STAND KASARAGOD | KASARAGOD | KASARAGOD | KERALA | ₹6.8 L+₹2,343.03 (0.35%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹7.3 L+₹55,616.82 (8.22%)Admitted-Fee/PreQual/Technical/Finance | ₹7.3 L+₹55,616.82 (8.22%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | FASIL K.P. L2 | Mohammed Faisal K L4 | MUHAMMED THARIQUE C L5 | Prasannan N K L1 | SAMEER K T L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00FINISHING WORK | ||||||||
| 1.00 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | 155.67 | sqm | 75 ₹11,675.25 | 74.26 ₹11,560.05 | 80.2 ₹12,484.73 | 74.11 ₹11,536.7 Lowest | 74.26 ₹11,560.05 |
| 1.00 | 13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work | 155.67 | sqm | 158.71 ₹24,706.39 | 158.79 ₹24,718.84 | 171.49 ₹26,695.85 | 158.47 ₹24,669.02 Lowest | 158.79 ₹24,718.84 |
| 1.00 | 13.47.1:Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) | 118.2 | sqm | 186.98 ₹22,101.04 | 187 ₹22,103.4 | 201.96 ₹23,871.67 | 186.63 ₹22,059.67 Lowest | 187 ₹22,103.4 |
| 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 | 0.61 | cum | 330.5 ₹200.94 | 330.41 ₹200.89 | 356.84 ₹216.96 | 329.75 ₹200.49 Lowest | 330.41 ₹200.89 |
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 15.48 | cum | 236.51 ₹3,661.17 | 236.63 ₹3,663.03 | 255.56 ₹3,956.07 | 236.16 ₹3,655.76 Lowest | 236.63 ₹3,663.03 |
| 1.01 | 50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 9.38 | cum | 7,485.51 ₹70,184.14 | 7,489.25 ₹70,219.21 | 8,088.39 ₹75,836.74 | 7,474.27 ₹70,078.76 Lowest | 7,489.25 ₹70,219.21 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 3 | sqm | 882.48 ₹2,647.44 | 882.92 ₹2,648.76 | 953.55 ₹2,860.65 | 881.15 ₹2,643.45 Lowest | 882.92 ₹2,648.76 |
| 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 | 16.4 | metre | 209.44 ₹3,434.82 | 209.54 ₹3,436.46 | 226.3 ₹3,711.32 | 209.12 ₹3,429.57 Lowest | 209.54 ₹3,436.46 |
| 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). | 0.99 | cum | 12,340.69 ₹12,266.65 | 12,346.86 ₹12,272.78 | 13,334.61 ₹13,254.6 | 12,322.17 ₹12,248.24 Lowest | 12,346.86 ₹12,272.78 |
Tender Value
Refer Docs
EMD Value
₹16,946
Closing Date
10 Sept 2026, 6:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF MASSISTANT ENGINEER LIDEW SECTION MAMPAD
OFFICE IMPROVEMENT
2026_LSGD_867431_1
TN04/AE/LIDEW/MPD/2026-27
Open Tender
Civil Works - Buildings
Item Rate
MAMPAD
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,495
Yes
₹16,946
Yes
14 Sept 2026
3 Sept 2026
14 Sept 2026
3 Sept 2026
10 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1FINISHING WORK | |||||
| 1.001 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | 155.67 | sqm | - | - |
| 1.002 | 13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work | 155.67 | sqm | - | - |
| 1.003 | 13.47.1:Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) | 118.2 | sqm | - | - |
| 1.004 | 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 | 0.61 | cum | - | - |
| 1.005 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 15.48 | cum | - | - |
| 1.006 | 50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 9.38 | cum | - | - |
| 1.007 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 3 | 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 | 16.4 | metre | - | - |
| 1.009 | 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). | 0.99 | cum | - | - |
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