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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 LAccepted-AOC MASTIKUNDU MULIYAR KASARAGOD | KANNUR | KERALA | 670511 | ₹9.9 L | L1 | Accepted-AOC lowest |
| 2 | L2₹10.4 LRejected-Finance | ₹10.4 L | L2 | Rejected-Finance L2 |
| 3 | L3₹10.4 LRejected-Finance | ₹10.4 L | L3 | Rejected-Finance L3 |
| 4 | L4₹10.7 LRejected-Finance NADAPURAM PRAVASI LABOUR CONTRACT CO OPERATIVE SOCIETY LTD NO 3278 P O KALLACHI THUNERI BLOCK PANCHAYAT KEZHIKODE DISTRICT | KOZHIKODE | KERALA | 612906 | ₹10.7 L | L4 | Rejected-Finance L4L |
| 5 | L5₹10.9 LRejected-Finance | ₹10.9 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | SHYNE DAS P L3 | Basheer L1 | VIJAYAKUMAR M L6 | SUDHEESH L4 | HARIHARAN K L5 | VINOD V.K L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Assembly Hall | |||||||||
| 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 | 3.64 | cum | 543.46 ₹1,980.37 | 516.91 ₹1,883.62 | 573.1 ₹2,088.38 | 551.81 ₹2,010.80 | 568.16 ₹2,070.38 | 475.2 ₹1,731.63 |
| 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) | 1.81 | cum | 6,567.26 ₹11,873.61 | 6,246.36 ₹11,293.42 | 6,925.47 ₹12,521.25 | 6,716.5 ₹12,143.43 | 6,865.77 ₹12,413.31 | 7,568 ₹13,682.94 |
| 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) | 4.84 | cum | 8,683.15 ₹42,043.81 | 8,258.86 ₹39,989.40 | 9,156.78 ₹44,337.13 | 8,880.5 ₹42,999.38 | 9,077.84 ₹43,954.90 | 8,682.96 ₹42,042.89 |
| 1.00 | 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 | 394.08 | kilogram | 93.07 ₹36,677.03 | 88.52 ₹34,883.96 | 98.15 ₹38,678.95 | 95.18 ₹37,508.53 | 97.3 ₹38,343.98 | 92.4 ₹36,412.99 |
| 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 | 33.36 | sqm | 319.68 ₹10,664.52 | 304.06 ₹10,143.44 | 337.11 ₹11,245.99 | 326.94 ₹10,906.72 | 334.21 ₹11,149.25 | 289.52 ₹9,658.39 |
| 1.01 | OD376576/2025-2026: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 | 3,621.76 | kg | 129.45 ₹4.7 L | 123.12 ₹4.5 L | 136.51 ₹4.9 L | 132.39 ₹4.8 L | 135.33 ₹4.9 L | 132 ₹4.8 L |
| 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. | 294 | sqm | 697.17 ₹2.0 L | 663.1 ₹1.9 L | 735.2 ₹2.2 L | 713.06 ₹2.1 L | 728.86 ₹2.1 L | 698.72 ₹2.1 L |
| 1.01 | 12.51.1:Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screwscomplete :Ridges plain (500-600 mm) | 21 | metre | 467.77 ₹9,823.17 | 444.92 ₹9,343.32 | 493.29 ₹10,359.09 | 478.4 ₹10,046.40 | 489.04 ₹10,269.84 | 379.28 ₹7,964.88 |
| 1.01 | OD376575/2025-2026:Providing and fixing 150x150 mm size square type split pipe over flat iron bracket 20x25 mm size | 42 | metre | 346.95 ₹14,571.90 | 330 ₹13,860 | 365.87 ₹15,366.54 | 350 ₹14,700 | 362.72 ₹15,234.24 | 308 ₹12,936 |
Tender Value
₹11.9 L
EMD Value
₹29,645
Closing Date
21 Jan 2026, 5:00 pmClosed
ASSISTANT ENGINEER
LSGD KINANOOR KARINTHALAM GP
CONSTRUCTION OF ASSEMBLY HALL TO KINANOOR SCHOOL IN KINANOOR KARINTHALAM GP-PR.NO.349/25-26
2025_LSGD_822670_1
AE/LSGD/KKGP/2/TN/25-26/PRO. NO.349
Open Tender
Civil Works - Buildings
KARINTHALAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹29,645
Yes
7 Apr 2026
14 Jan 2026
24 Jan 2026
14 Jan 2026
21 Jan 2026
14 Jan 2026
Assembly Hall
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
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)
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)
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
OD376576/2025-2026: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
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.
12.51.1:Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screwscomplete :Ridges plain (500-600 mm)
OD376575/2025-2026:Providing and fixing 150x150 mm size square type split pipe over flat iron bracket 20x25 mm size
50.18.7.6.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing . This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 6 Kgf/cm2 - Internal work- Exposed on wall
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.
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