Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹67.0 LAccepted-AOC | L1 | Accepted-AOC Agreement executed | |
| 2 | L2₹67.5 L+₹49,407.52 (0.74%)Rejected-AOC | L2 | Rejected-AOC Agreement executed | |
| 3 | L3₹68.7 L+₹1.7 L (2.48%)Rejected-Finance | L3 | Rejected-Finance Lowest tender accepted | |
| 4 | L4₹70.8 L+₹3.8 L (5.69%)Rejected-Finance VAYOLIPRAMBA HOUSE CHEKKODE 673645 | CHEKKODE | KOZHIKODE | KERALA | 673645 | L4 | Rejected-Finance Lowest tender accepted | |
| 5 | L5₹71.0 L+₹4.0 L (5.90%)Rejected-Finance KINARADAPPAN VETTILAPPARA PO MALAPPUARM 673639 AREACODE MALAPPURAM DISTRICT | MALAPPURAM | KERALA | 673639 | L5 | Rejected-Finance Lowest tender accepted |
Tender Value
₹80.5 L
EMD Value
₹50,000
Closing Date
14 May 2025, 3:00 pmClosed
Exeutive Engineer
PWD,Buildings Division,Kozhikode
Construction
2025_PWD_763218_1
14/EEBK/2025-26
Open Tender
Civil Works - Buildings
Item Rate
545 days
Cheruvannur
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
11 Jul 2025
5 May 2025
16 May 2025
5 May 2025
14 May 2025
5 May 2025
Amount
Civil Work
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
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.
50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge.
OD312284/2024-2025:Filling with quarry muck in layers exceeding 20 cm in depth, consolidating each deposited layer by ramming and lead up to 50m and lift to 1.5 m as per direction of site engineer in charge
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)
50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
OD20497/2023-2024:Providing and laying in position machine batched and machine mixed design mix M- 30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix,(Excess or less cement used as per design mix is not payable or recoverable separately) including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Cement content considered in this item is@340Kg/cum. All work upto plinth level
OD20498/2023-2024:Providing and laying in position machine batched and machine mixed design mix M- 30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix,(Excess or less cement used as per design mix is not payable or recoverable separately) including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Cement content considered in this item is@340Kg/cum.All work abovr plinth level aupto vth level
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)
5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide
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
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
OD20499/2023-2024:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. (Modified 50.6.7.2)
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
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
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
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)
OD312276/2024-2025: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), etc complete including grouting of joints with epoxy grout. Size of Tile 1800x1200 mm
OD312275/2024-2025:Providing and laying Vitrified tiles indifferent sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), joints are filled with epoxy grout etc complete.Size of Tile 1800 x 1200 mm
OD312273/2024-2025:Providing and laying matt finished vitrified tile of size 600x600x9.8 mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi models location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with epoxy grout mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
8.12:Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvillinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-charge. a. Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
OD312280/2024-2025:Providing fabricated steel Door of Tata Galvano 16 gauge sheet, 127 x 76 mm frame, Door thickness 76 x 38 mm GP pipe hinges, tower bolt, locks, handles and hooks are with stainless steel including epoxy priming coat.
OD312278/2024-2025:Providing fabricated steel window of Tata Galvano 16 gauge sheet, 127 x 76 mm frame, 1.2 mm 20 x 20 GP pipe for grill, all panels have glass beading, hinges and hooks are with stainless steel including epoxy priming coat.
21.3.1:Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness
9.48.2:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc
50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., 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.
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
OD312279/2024-2025:Supplying and fixing Green board 2.00 m x 1.20 m or nearest available size non magnetic white board including all cost, conveyance etc.
MUHAMMED SHAFI.A (BID ID -2211590)
T ABDUL RASHEED (BID ID -2211043)
NISHAD VP (BID ID -2211619)
BEST BASE CONSTRUCTIONS LLP (BID ID -2211562)
Muhammed Anshid KP (BID ID -2211639)
MADHU T (BID ID -2211333)
ABBAS C.M (BID ID -2211575)
KUNJAR CONSTRUCTIONS PRIVATE LIMITED (BID ID -2211597)
Subilesh KM (BID ID -2211406)
Bidder Name
T ABDUL RASHEED
NISHAD VP
SATHYAN T
MADHU T
MUHAMMED SHAFI.A
Subilesh KM
ABBAS C.M
BEST BASE CONSTRUCTIONS LLP
KUNJAR CONSTRUCTIONS PRIVATE LIMITED
Muhammed Anshid KP
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .