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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAccepted-AOC MASTIKUNDU MULIYAR KASARAGOD | KANNUR | KERALA | 670511 | ₹7.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹8.1 LRejected-Finance | ₹8.1 L | L2 | Rejected-Finance L2 |
| 3 | L3₹8.5 LRejected-Finance | ₹8.5 L | L3 | Rejected-Finance L3 |
| 4 | L4₹8.5 LRejected-Finance CHERKALA CHENGALA KASARGOD KERALA 671541 | KASARAGOD | KERALA | 671541 | ₹8.5 L | L4 | Rejected-Finance L4 |
| 5 | L5₹8.7 LRejected-Finance NULL | ₹8.7 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | Basheer L1 | BM ABDHULLA L4 | ABDUL RAHIMAN K A L3 | ahammed C H B L5 | JAYAN A L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00AUDITORIUM EXTENSION | ||||||||
| 1.00 | OD394567/2025-2026:Demolishing laterite work manually / by mechanical means including stacking of serviceable
material and disposal of unserviceable material within 50 metres lead as per direction of
Engineer-in-Charge.In cement mortar ( Modified 15.7.4) | 0.84 | cum | 1,700.88 ₹1,435.54 | 1,900 ₹1,603.60 | 2,003 ₹1,690.53 | 2,500 ₹2,110 | 1,909.66 ₹1,611.75 |
| 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 | 12.1 | cum | 287.28 ₹3,475.80 | 338 ₹4,089.46 | 338.41 ₹4,094.42 | 400 ₹4,839.60 | 322.64 ₹3,903.62 |
| 1.00 | OD496363/2025-2026:Laterite 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. | 11.32 | cum | 4,886.82 ₹55,328.58 | 6,105 ₹69,120.81 | 5,756.65 ₹65,176.79 | 8,000 ₹90,576 | 5,488.39 ₹62,139.55 |
| 1.00 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 43.4 | cum | 254.33 ₹11,037.92 | 299 ₹12,976.60 | 299.6 ₹13,002.64 | 299 ₹12,976.60 | 285.63 ₹12,396.34 |
| 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) | 10.24 | cum | 6,335.16 ₹64,897.38 | 7,462 ₹76,440.73 | 7,462.79 ₹76,448.82 | 7,462 ₹76,440.73 | 7,115.02 ₹72,886.26 |
| 1.01 | 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) | 4.81 | cum | 8,376.28 ₹40,298.28 | 9,867 ₹47,470.14 | 9,867.22 ₹47,471.20 | 9,867 ₹47,470.14 | 9,407.4 ₹45,259 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 30.9 | sqm | 308.38 ₹9,528.94 | 363 ₹11,216.70 | 363.27 ₹11,225.04 | 363 ₹11,216.70 | 346.34 ₹10,701.91 |
| 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 | 457.07 | kilogram | 89.78 ₹41,035.65 | 105 ₹47,992.25 | 105.76 ₹48,339.62 | 105 ₹47,992.25 | 100.83 ₹46,086.27 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 30.21 | sqm | 295.29 ₹8,920.71 | 347 ₹10,482.87 | 347.85 ₹10,508.55 | 347 ₹10,482.87 | 331.64 ₹10,018.84 |
Tender Value
₹8.5 L
EMD Value
₹21,166
Closing Date
3 Mar 2026, 11:00 amClosed
Assistant Execurtive Engineer
Office of the Executive Engineer LID AND EW DIVISION, KASARAGOD P.O. VIDYANAGAR
CONSTRUCTION OF AUDITORIUM
2026_LSGD_839383_1
232/25-26
Open Tender
Civil Works - Buildings
180 days
CHEEMENI
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,166
Yes
22 May 2026
23 Feb 2026
4 Mar 2026
23 Feb 2026
3 Mar 2026
23 Feb 2026
AUDITORIUM EXTENSION
OD394567/2025-2026:Demolishing laterite work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar ( Modified 15.7.4)
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
OD496363/2025-2026:Laterite 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.
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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)
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)
OD395479/2025-2026: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 ( Modified 50.10.2)
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
11.37:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete
11.20.4:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Ordinary cement without any pigment
10.28:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
OD395457/2025-2026:Providing and fixing 150 mm half cut PVC pipe (squre)over flat iron brackets 20 X5 mm size
50.18.9.18.2:Providing and fixing PVC pipes including fixing the pipe with clamps/Clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 4 Kfg/cm2 - External 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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