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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 LAccepted-AOC | L1 | Accepted-AOC agreement executed | |
| 2 | L2₹9.9 L+₹98,051.81 (11.0%)Rejected-AOC | L2 | Rejected-AOC agreement executed by L1 | |
| 3 | L3₹10.0 L+₹1.1 L (12.4%)Rejected-Finance | L3 | Rejected-Finance High rate quoted | |
| 4 | L4₹10.3 L+₹1.4 L (15.6%)Rejected-Finance | L4 | Rejected-Finance High rate quoted | |
| 5 | L5₹10.7 L+₹1.8 L (20.0%)Rejected-Finance | L5 | Rejected-Finance High rate quoted |
Tender Value
₹12.7 L
EMD Value
₹31,780
Closing Date
15 Dec 2023, 3:00 pmClosed
Assistant Executive Engineer
PWD Building subdivision Civilstation Kozhikode
DEPOSIT Govt Arts and Science College Kozhikode Collegiate Education Department Plan fund 2023-24 Renovation of College Canteen Govt Arts and Science College Kozhikode General Civil Work
2023_PWD_629300_1
PWD/BLDG/TR/1203/2023_5_2_1/1
Open Tender
Civil Works - Buildings
Item Rate
120 days
Meenchanda
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹31,780
Yes
25 Jan 2024
7 Dec 2023
18 Dec 2023
7 Dec 2023
15 Dec 2023
7 Dec 2023
Amount
Renovation of Canteen
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
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)
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
5.22.6: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
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)
11.41.4: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 1000x1000 mm
11.46.4: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), including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 1000x1000 mm
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
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
10.5.2:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6 mm for diagonal braces and central cross piece
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
OD245830/2022-2023:Providing and fixing Jally work with common burnt clay Jally bricks (Nominal size 20x20x7.5 cm) above plinth level up to floor V level. Using Chemical adhesive.
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
OD245068/2022-2023:Providing and fixing roofing with Sandwich PUF panel sheets of 40-30mm thickness (color, size, shape and pitch of corrugation as approved by Engineer-in-charge). Facial on either side of panels is 0.50mm thick Pre-Coated Galvanized Steel sheets (+0.05%), total coated thickness with zinc coating 275grams 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. Sandwich core is of Polyurethane Foam having modular density 40kg/cum, compressive strength 1.2kg/sqm as per BS 43 to 1960. The sheet shall be fixed using self-drilling/selftapping screws of size (8x100mm) with EPDM seal, and the edges should be covered with profile sheets, 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.
OD245071/2022-2023:Providing and fixing 125mm wide rectangular/square PVC rain water gutter and accessories with pre painted GI clamps, bolts, nuts and washers etc., including necessary connections with rain water pipes complete.
SANOOP
SHYJU
Santhosh Kumar K.V.
PREMARAJAN M
Sumesh
Bidder Name
Santhosh Kumar K.V.
PREMARAJAN M
Sumesh
SANOOP
SHYJU
SUBESH S
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