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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.4 CrAccepted-AOC | ₹1.4 Cr | 1 | Accepted-AOC agreement executed |
| 2 | 2₹1.4 Cr+₹6.4 L (4.72%)Rejected-Finance | ₹1.4 Cr+₹6.4 L (4.72%) | 2 | Rejected-Finance l2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical High quoted |
| 4 | Rejected-Technical | - | - | Rejected-Technical High quoted |
| 5 | Rejected-Technical | - | - | Rejected-Technical High quoted |
Tender Value
₹1.5 Cr
EMD Value
₹50,000
Closing Date
11 Jul 2023, 1:00 pmClosed
Superintending Engineer,PWD Buildings North Circle
O/o the Superintending Engineer PWD Buildings North Circle, Kozhikode. PIN 673001
A three storied building having 155.00 sqm with2 classrooms on each floor and a two storied building having 95.00 sqm on each floor with 1 office room and 1 laboratory and also a porch of 28.00 sqm.
2023_PWD_585047_1
PWD/BLDG/4895/2023-2024
Open Tender
Civil Works - Buildings
Item Rate
450 days
Perumudiyur
Please refer Tender documents.
8 documents required · 8 mandatory
₹6,508
Yes
₹50,000
Yes
26 Aug 2023
30 Jun 2023
13 Jul 2023
30 Jun 2023
11 Jul 2023
30 Jun 2023
Amount
CIVIL WORKS
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
20.6.2.1:Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge. Single pile above 50 tonne and upto 100 tonne capacityInitial test
20.2.4:Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).500 mm dia piles
20.2.5:Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).600 mm dia piles
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
OD281380/2022-2023:Dry rubble masonry with hard stone in foundation and plinth excluding leveling with cement concrete 1:6:12 (1 cement :6 course sand :12 stone aggregate 20 mm nominal size) up to plinth level
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
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) : 4 graded stone aggregate 20 mm nominal size)
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)
OD281378/2022-2023:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, 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. All works upto plinth level
OD281377/2022-2023:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, 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. All works above plinth level upto floor V level
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.
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge
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
5.9.5: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
5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges
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
50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
50.6.1.6:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level thickness 20cm and above in : CM 1:6 ( 1 cement : 6 coarse sand sand) etc complete
OD14735/2023-2024:Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from TATA Galvano/ approved equivalent galvanised plain steel sheet of 1.20 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.25 mm pressed, mild steel welded or rigidly fixed together by mechanical means, including stainless steel butt hinges 125x2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile B- Fixing with adjustable lugs with split end tail to each jamb
OD14736/2023-2024:Providing and fixing pressed steel window/ventilator frames, manufactured from TATA Galvano/ approved equivalent galvanised plain steel sheet of 1.20 mm thickness, including stainless steel butt hinges 75x2.5 mm thick with mortar guards, as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile 82x60mm- Fixing with adjustable lugs with split end tail
OD14737/2023-2024:Providing and fixing pressed steel window/ventilator shutters, manufactured from TATA Galvano/ approved equivalent galvanised plain steel sheet of 1.20 mm thickness, panelling with embossed and stiffened sheet of 1.20 mm thickness assembled by welding and applying a coat of approved steel primer after pre-treatment of the surface including all hardwares such as stainless steel hooks and eyes as directed by Engineer-in-charge: 50x25mm for shutter frame.
OD14738/2023-2024:Providing and fixing double leaf pressed steel door shutters, manufactured from TATA Galvano/ approved equivalent galvanised plain steel sheet of 1.20 mm thickness, panelling with embossed and stiffened sheet assembled by welding and applying a coat of approved steel primer after pre-treatment of the surface including all hardwares such as stainless steel aldrops, stainless steel tower bolts and stainless steel handles as directed by Engineer-in-charge: Profile 75x30mm for shutter frame.
9.48.1: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 steel windows by welding
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
13.28.2:12 mm thick plain cement mortar bands in cement mortar 1:4 ( 1 cement : 4 fine sand) :Sunk Band
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
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
OD14706/2023-2024: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), jointing with grey cement slurry @ 3.3 kg/ sqm excluding grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600 x 600 mm.
OD14707/2023-2024:Providing and laying vitrified wall tiles in different 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, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm excluding grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm
11.48.2:Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg). including filling /grouting and finishing complete as per direction of Engineer-in-charge.Size of Tile 600x600 mm
16.89:Providing and laying matt finished vitrified tile of size 300x300x9.8mm 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 white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
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)
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
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
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
12.48:Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately)
12.49:Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately ).
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
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.)
OD14708/2023-2024:Supplying and fixing white board of size 2400x1200mm including all cost, conveyance and labor charge etc. as per the direction of Engineer in charge.
13.71:Lettering with black Japan pint of approved brand and manufacture
OD14742/2023-2024:Providing and fixing Defect Liability Period Board using Aluminium Composite Panel of 90cmx60cmx4mm thickness of approved design including HD Vinyl print sticker including fixing on the wall with SS screws all complete as per the direction of Engineer in charge.
NIZAR A
T A UMMER
M.V.SAKKEER HUSSAIN
M V KUNHI MOHAMED
Bidder Name
T A UMMER
M.V.SAKKEER HUSSAIN
NIZAR A
M V KUNHI MOHAMED
ASHTHAF ALI
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