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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.6 LAccepted-AOC | ₹19.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹20.0 L+₹40,173.27 (2.05%)Rejected-AOC KANNUR | KERALA | 670612 | ₹20.0 L+₹40,173.27 (2.05%) | L2 | Rejected-AOC L2 |
Tender Value
₹20.1 L
EMD Value
₹50,000
Closing Date
16 Feb 2025, 4:00 pmClosed
Assistant engineer LID EW subdivision Kalikavu
Assistant engineer LID EW subdivision Kalikavu
KALIKAVU BP PRO.NO. S0182/25-Construction of Class Room GMLPS Mundakkod
2025_LSGD_735827_4
AE/LID EW/KKV/BP/06/2024-25
Open Tender
Civil Works - Buildings
Item Rate
180 days
KALIKAVU BLOCK PANCHAYATH
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
14 Mar 2025
8 Feb 2025
17 Feb 2025
8 Feb 2025
16 Feb 2025
8 Feb 2025
Amount
Building Work
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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
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
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
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
5.9.16.1: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
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
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.
OD396635/2024-2025:60.7.1 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
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
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)
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.
OD397624/2024-2025:Supplying and fixing pressed steel window of standard pattern with frame as per profile of IS 4351 of section 105*60mm using 18G (1.2mm thick CRCA) sheet and shutters made of section 75*30 cm for outer styles and horizondal members and then insered with enclosed and stiffned sheet 26R qas per specification with Z incromate primer coat measured in sequence metre including all charges for fixing handle, aldrop, butt hinges etc complete
50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
OD397625/2024-2025:Providing and fixing Pressed Steel door frames of Profile A/B/C/E of size 90xG (1.25 mm) thickness including Hinges ,jamb,lock jamb,head and if required base tie and then miltred the corners,welded to the size as per specifications and fitted or welded with adjustable legs with splitend tail to each jamb including steel butt hinges,125mm and provided with mortar guards,shock absorbers and lock strike plate as specification and pretreated phosphate and then applied with suitable primer with Pressed Steel Door Shutter made out of 20 SWG prime quality TATAS GALVANO steel sheets pressed to profiles of 75x30mm for shutter outer frame and louvered and stiffened sheet for inner panel assembled together by welding /riveting and then pretreated ,phosphate and finally applied zinchomate metal primer including fixing all hardware fittings such as Aldrops,Tower bolts,Hinges and Handles etc all made out of stainless steel as per the schedule of hardware fittings also including all cost of conveyance charges fixing charge at the site as complete.
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
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
OD413276/2024-2025:Name Board ( Granite)
ISMAIL P (BID ID -2110568)
Bidder Name
Rahamathulla
ISMAIL P
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1179065.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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