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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.5 LAccepted-AOC RIYAS MANZIL VELICHIKALA PO KOLLAM | ₹4.5 L | 1 | Accepted-AOC L1 |
| 2 | 2₹4.7 L+₹15,854.99 (3.51%)Rejected-Finance MASTIKUNDU MULIYAR KASARAGOD | KANNUR | KERALA | 670511 | ₹4.7 L+₹15,854.99 (3.51%) | 2 | Rejected-Finance as per board resolution |
| 3 | 3₹4.7 L+₹20,683.91 (4.58%)Rejected-Finance | ₹4.7 L+₹20,683.91 (4.58%) | 3 | Rejected-Finance as per board resolution |
| 4 | 4₹4.8 L+₹31,119.39 (6.90%)Rejected-Finance | ₹4.8 L+₹31,119.39 (6.90%) | 4 | Rejected-Finance as per board resolution |
| 5 | 5₹5.0 L+₹51,113.47 (11.3%)Rejected-Finance | ₹5.0 L+₹51,113.47 (11.3%) | 5 | Rejected-Finance as per board resolution |
| Sl No | Description | Qty | Unit | Basheer L2 | M V RAMACHANDRAN L5 | Abhisankar VS L3 | RIYAS H L1 | RAMESH NARAYANAN M L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Construction of Compound wall and Laying interlock | ||||||||
| 1.00 | OD336653/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 1.33 | cum | 4,886.82 ₹6,479.92 | 5,255.82 ₹6,969.22 | 4,944.4 ₹6,556.27 | 4,715.58 ₹6,252.86 Lowest | 5,053.76 ₹6,701.29 |
| 1.00 | 2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | 0.69 | cum | 524.26 ₹361.74 | 563.84 ₹389.05 | 530 ₹365.7 | 506.46 ₹349.46 Lowest | 541.72 ₹373.79 |
| 1.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 13.98 | sqm | 295.29 ₹4,128.15 | 317.58 ₹4,439.77 | 298.07 ₹4,167.02 | 285.27 ₹3,988.07 Lowest | 304.66 ₹4,259.15 |
| 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 | 10.38 | sqm | 138.06 ₹1,433.06 | 148.48 ₹1,541.22 | 139.15 ₹1,444.38 | 133.35 ₹1,384.17 Lowest | 142.23 ₹1,476.35 |
| 1.00 | OD339824/2025-2026:Steel work for purlin/single section with MS tubes including cutting,hoisting,fixing in position and applying a priming coat of approved steel primer including welding and bolted with special shaped washers etc complete | 85.83 | kg | 124.87 ₹10,717.84 | 134.3 ₹11,527.24 | 126.27 ₹10,838.01 | 123.84 ₹10,629.43 Lowest | 129.06 ₹11,077.48 |
| 1.01 | 12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | 15.99 | sqm | 672.53 ₹10,753.75 | 723.31 ₹11,565.73 | 680.32 ₹10,878.32 | 649.72 ₹10,389.02 Lowest | 695.37 ₹11,118.97 |
| 1.01 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 510 | kg | 142.49 ₹72,669.9 | 153.24 ₹78,152.4 | 143.45 ₹73,159.5 | 137.65 ₹70,201.5 Lowest | 146.62 ₹74,776.2 |
| 1.01 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | 25.5 | sqm | 131.66 ₹3,357.33 | 141.59 ₹3,610.55 | 133.14 ₹3,395.07 | 127.12 ₹3,241.56 Lowest | 136.08 ₹3,470.04 |
| 1.01 | 16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | 354.43 | sqm | 952.4 ₹3,37,559.13 | 1,024.31 ₹3,63,046.19 | 962.93 ₹3,41,291.28 | 920.07 ₹3,26,100.41 Lowest | 984.23 ₹3,48,840.64 |
Tender Value
₹5.5 L
EMD Value
₹13,754
Closing Date
9 Feb 2026, 6:00 pmClosed
AE LSGD
AE LSGD KAYYUR CHEEMENI GP
Annual Plan-93/2025-26-Construction of Compound wall and Laying interlock at Muzhakkom MCF in Kayyur cheemeni gp
2026_LSGD_832290_5
AE/LSGD/KCGP/TEN/05/25-26
Open Tender
Civil Works - Buildings
Item Rate
60 days
Cheemeni
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,215
Yes
₹13,754
Yes
31 Jul 2026
31 Jan 2026
11 Feb 2026
31 Jan 2026
9 Feb 2026
31 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Compound wall and Laying interlock | |||||
| 1.001 | OD336653/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | - | cum | - | - |
| 1.002 | 2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | 1 | cum | - | - |
| 1.003 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
| 1.004 | 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 | - | sqm | - | - |
| 1.005 | OD339824/2025-2026:Steel work for purlin/single section with MS tubes including cutting,hoisting,fixing in position and applying a priming coat of approved steel primer including welding and bolted with special shaped washers etc complete | 0.8 | kg | - | - |
| 1.006 | 12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | - | sqm | - | - |
| 1.007 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | - | kg | - | - |
| 1.008 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | - | sqm | - | - |
| 1.009 | 16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | - | sqm | - | - |
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