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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.9 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹46.7 L+₹80,936.15 (1.76%)Rejected-AOC | L2 | Rejected-AOC 2nd Lowest | |
| 3 | L3₹46.7 L+₹82,723.37 (1.80%)Rejected-AOC | L3 | Rejected-AOC 3rd Lowest | |
| 4 | L4₹46.9 L+₹1.0 L (2.21%)Rejected-AOC | L4 | Rejected-AOC 4th Lowest | |
| 5 | Rejected-Technical | - | Rejected-Technical 8TH LOWEST |
Tender Value
₹51.8 L
EMD Value
₹50,000
Closing Date
2 Sept 2021, 4:30 pmClosed
Executive Engineer
O/o. the Executive Engineer, PWD Buildings Division, Alappuzha
LAC-ADS-LAC ADS (2020-2021) - Sri. R.Rajesh MLA - Mavelikkara LAC- Construction of a new School Building for LPS Vedaraplavu,Thamarakulam-Work-General Civil work-18e-tender
2021_PWD_436001_1
TR/BL/2021/625/18e-tender
Open Tender
Civil Works - Buildings
Item Rate
360 days
Alappuzha
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,760
Yes
₹50,000
Yes
7 Oct 2021
24 Aug 2021
6 Sept 2021
24 Aug 2021
2 Sept 2021
24 Aug 2021
Amount
BUILDING PROPER
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
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
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
5.9.7: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
OD30041/2021-2022: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. Note:- Cement content considered in this item is @ 330 kg/ cum. All work up to plinth level (Observed data from Item No.5.33.1)
OD30042/2021-2022: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. Note:- Cement content considered in this item is @ 330 kg/ cum. All work above plinth level up to floor V level. (Observed Data from Item No.50.33.2)
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
50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
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
10.14.3.1:Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet 1.60 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 1.60 mm pressed, mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 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 EFixing with adjustable lugs with split end tail to each jamb
OD30040/2021-2022:Providing and fixing pressed steel door shutter conforming to IS: 4351, made out of mullions and intermediate supports, 75 X 30 mm using 20 gauge door shutter 25 mm thick side folded wall panells all made out of Tatas 18 G thick Galvano steel sheets , welded or bolted together and fitted with door fittings and powder coated with suitable colour for doors ,including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50 x 25 mm, pressed, mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbs as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:
OD30043/2021-2022:Providing and fixing Pressed steel window of standard pattern outer frame as per profile section 82 x 62 mm using 18 G ( 1.20 mm Tata Galvano) sheet , 50 x 20 mm special channel shutter 12 mm dia M S Rods 12 cm spacing 25 x 5 mm M S flat stiffened sheet and with 75 mm hinge , 50 mm S S hooks, 12.50 mm S S stay with panelled shutter using 20 Gauge Tata Galvano sheet and handle including a coat of Zin cromate primer etc complete.
10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes
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
50.13.1:9 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)
13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
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.
13.43.1: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
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)
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
OD30024/2021-2022:Providing and fixing powder coated Aluminium 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.
MANOHARAN G
M Chandrasekharan Unnithan
ABUL HASSAN S
N VIJAYAN
C F GEORGEKUTTY
Kavil Constructions
AKHIL VS
ANIKUTTAN T
SUNIL CHANDRAN
Bidder Name
SUNIL CHANDRAN
N VIJAYAN
M Chandrasekharan Unnithan
C F GEORGEKUTTY
MANOHARAN G
AKHIL VS
Kavil Constructions
ABUL HASSAN S
ANIKUTTAN T
MUHAMMED AKBARSHA
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