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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC VENGARA TIRURANGADI | KANNUR | KERALA | 670612 | L1 | Accepted-AOC Accepted VideResolution NO.2/3 dtd 10.02.2025 of Vengara GP | |
| 2 | L2₹3.3 L+₹15,919.59 (5.04%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | L3₹3.7 L+₹52,359.97 (16.6%)Rejected-AOC BENGLAVIL HOUSE KOORIYAD MALAPPURAM DIST KERALA PIN 676306 | MALAPPURAM | KERALA | 676306 | L3 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | Mohamed Fazal L3 | Mohammed Ansad PP L2 | MOHAMMED SALIH V K L1 |
|---|---|---|---|---|---|---|
| 1.00building | ||||||
| 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 | 1.35 | cum | 313 ₹422.55 | 297 ₹400.95 | 283.93 ₹383.31 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 : 8 graded stone aggregate 40 nominal size) | 0.78 | cum | 6,987 ₹5,449.86 | 6,757 ₹5,270.46 | 6,515.41 ₹5,082.02 Lowest |
| 1.00 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 2.12 | cum | 8,987 ₹19,061.43 | 8,599 ₹18,238.48 | 8,211.09 ₹17,415.72 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 | 6.84 | sqm | 387 ₹2,647.08 | 335 ₹2,291.4 | 320.58 ₹2,192.77 Lowest |
| 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 | 104.88 | kilogram | 99 ₹10,383.12 | 97 ₹10,173.36 | 93.98 ₹9,856.62 Lowest |
| 1.01 | 50.10.2:Steel work for purlin/single section with G I pipes 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 | 376.77 | kg | 167 ₹62,920.76 | 153 ₹57,645.96 | 145.65 ₹54,876.7 Lowest |
| 1.01 | 11.41.2:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm. | 13 | sqm | 1,998 ₹25,974 | 1,775 ₹23,075 | 1,688.67 ₹21,952.71 Lowest |
| 1.01 | OD151535/2024-2025:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of
corrugation as approved by Engineer-in-charge) 0.35 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 up to 12 meter 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 up to 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.
Details of cost for 216.14 sqm (External dimension of plinth)
Area of roof 20.2x10.70m=216.14sqm
Sheets Used = 20Nos x 10.70m x 1.06m = 226.84 sqm
add 3% wastage = 6.81 Total = 233.65sqm
Material | 18.7 | 1 sqm | 595 ₹11,126.5 | 565 ₹10,565.5 | 537.28 ₹10,047.14 Lowest |
| 1.01 | OD48254/2024-2025:Providing and fixing 4 mm thick ACP, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer - in- Charge.21.2.2 data modified | 33.25 | sqm | 2,337 ₹77,705.25 | 2,113 ₹70,257.25 | 2,008.14 ₹66,770.66 Lowest |
Tender Value
₹3.3 L
EMD Value
₹8,309
Closing Date
28 Jan 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
KRISHNAN KUTTY V
LIDEW LSGD Section Vengara Grama Panchayath Malappuram dist 676304
Annual Plan-CONSTRUCTION WORK FOR MANNIL PILAKKAL PALASSEARMADE BUS STOP-vengara grama panchayath-General Civil Work
2025_LSGD_727457_10
05/AE/LIDEW/VGP/24-25
Open Tender
Civil Works - Buildings
Item Rate
180 days
Vengara GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹735
Yes
₹8,309
Yes
26 Aug 2025
18 Jan 2025
30 Jan 2025
18 Jan 2025
28 Jan 2025
18 Jan 2025
Amount
building
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 : 8 graded stone aggregate 40 nominal size)
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
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
50.10.2:Steel work for purlin/single section with G I pipes 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
11.41.2:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.
OD151535/2024-2025:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.35 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 up to 12 meter 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 up to 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. Details of cost for 216.14 sqm (External dimension of plinth) Area of roof 20.2x10.70m=216.14sqm Sheets Used = 20Nos x 10.70m x 1.06m = 226.84 sqm add 3% wastage = 6.81 Total = 233.65sqm Material
OD48254/2024-2025:Providing and fixing 4 mm thick ACP, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer - in- Charge.21.2.2 data modified
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
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.)
OD151726/2024-2025:Lettering in stainless steel for name board work including labour, material, and fitting charges etc. complete (Area to be measured including standard spacing between letters)
Mohammed Ansad PP (BID ID -2079668)
Mohamed Fazal (BID ID -2080175)
Bidder Name
Mohamed Fazal
MOHAMMED SALIH V K
Mohammed Ansad PP
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