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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.7 LAccepted-AOC | L1 | Accepted-AOC Agreement executed | |
| 2 | L2₹17.8 L+₹1.1 L (6.46%)Rejected-AOC | L2 | Rejected-AOC rejected |
| Sl No | Description | Qty | Unit | ANTONY JOHN L2 | P J Constructions L1 |
|---|---|---|---|---|---|
| 1.00BUILDING RENOVATION | |||||
| 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 | 26.19 | cum | 359 ₹9,402.21 | 327.37 ₹8,573.82 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) | 3.5 | cum | 7,932 ₹27,793.73 | 7,218.93 ₹25,295.13 Lowest |
| 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 | 71.28 | sqm | 386 ₹27,514.08 | 351.4 ₹25,047.79 Lowest |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 49.92 | sqm | 762 ₹38,039.04 | 694.22 ₹34,655.46 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) | 16.56 | cum | 10,400 ₹1,72,224 | 9,544.78 ₹1,58,061.56 Lowest |
| 1.01 | OD99204/2025-2026:Filling with Contractor's own excavated earth cut and conveyed from out side (
excluding rock ) 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 1.50m as per direction of E/C(cherthala taluk) | 38.27 | cum | 1,107 ₹42,364.89 | 1,008.18 ₹38,583.05 Lowest |
| 1.01 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 8.64 | cum | 7,500 ₹64,800 | 7,019.32 ₹60,646.92 Lowest |
| 1.01 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.27 | cum | 9,235 ₹2,493.45 | 8,404.73 ₹2,269.28 Lowest |
| 1.01 | 10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 3,985.31 | kilogram | 111 ₹4,42,369.52 | 106.19 ₹4,23,200.18 Lowest |
Tender Value
₹18.3 L
EMD Value
₹45,853
Closing Date
16 Aug 2025, 4:00 pmClosed
Assistant Engineer
The Assistant Engineer, LSGD Section, Thycattusserry Grama Panchayat
-Renovation of MCF in Thycattussery GP-General Civil Work
2025_LSGD_783034_1
03/1/AE/LIDEW/TSY/2025-26
Open Tender
Civil Works - Buildings
Item Rate
240 days
LID EW Thycattussery
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹45,853
Yes
22 Sept 2025
8 Aug 2025
19 Aug 2025
8 Aug 2025
16 Aug 2025
8 Aug 2025
Amount
BUILDING RENOVATION
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
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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)
OD99204/2025-2026:Filling with Contractor's own excavated earth cut and conveyed from out side ( excluding rock ) 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 1.50m as per direction of E/C(cherthala taluk)
50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
OD99202/2025-2026:Providing and fixing Aluminium profile sheets (size, shape and pitch of corrugationas 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 avoidscratches 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
OD99203/2025-2026:Providing and fixing precoated Aluminium sheet roofing accessories 0.46 mm (+ 0.1%) total coated thickness, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete: (12.51.1 modified for 0.45(+0.1mm) Aluminium Ridge) Ridges plain (300-400 mm)
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
OD99207/2025-2026:Providing and fixing Precoated glavanished iron profile sheet 0.35 mm (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) , total coatedthickness 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 scratchesduring transportation and should be supplied in single length upto 12 metre or as desiredby Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws ofsize (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical orcurved surfaces, excluding the cost of purlins, rafters and trusses and including cutting tosize and shape wherever required
OD99205/2025-2026:Providing and fixing PVC transparent traffold sheet 0.35mm
OD99206/2025-2026:Providing and fixing plain Cement board (High Pressure steam cured) as per IS : 14862, with suitable screws for fibre cement board in ceiling etc. complete (frame work to be paid separately) :25 mm thick cement board (12.26.1 modified)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
OD99208/2025-2026:Providing and laying 80mm 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 stone aggregate all complete as per the direction of Engineer-in-charge.
OD99209/2025-2026:Providing and fixing 24 inch aluminium turbo roof ventilator including base.
ANTONY JOHN (BID ID -2284818)
Bidder Name
ANTONY JOHN
P J Constructions
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