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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.4 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹11.5 L+₹8,547.37 (0.75%)Rejected-AOC | L2 | Rejected-AOC Second Lowest | |
| 3 | L3₹12.4 L+₹96,916.51 (8.48%)Rejected-AOC | L3 | Rejected-AOC Third Lowest | |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Affidavit, Integrity Pact Not Signed and Tender Notice uploaded instead of Form of tender | |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Integrity Pact & Form of Tender not Signed |
Tender Value
₹13.1 L
EMD Value
₹32,630
Closing Date
8 Mar 2022, 5:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer, Sub Division, Cherani, Manjeri
GENERAL-Vigilance And Anti Corruption Bureau, Malappuram-Construction of Vehicle Shed at V A C B office compound, Malappuram-General Civil Work
2022_PWD_476658_1
PWD/BLDG/TR/103679/2021_1/1
Open Tender
Civil Works - Buildings
Item Rate
240 days
Malappuram
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹32,630
Yes
23 Apr 2022
21 Feb 2022
11 Mar 2022
21 Feb 2022
8 Mar 2022
21 Feb 2022
Amount
DETAILED ESTIMATE
2.2.1:Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 m:All kinds of soil
OD81983/2021-2022: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 the direction of Departmental officers at site.
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
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.
10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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)
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.
12.51.1:Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, 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 using self drilling/self tapping screws complete:Ridges plain (500-600 mm)
11.20.2:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Medium shade pigment using 50% white cement 50 % Grey cement
13.37.1:White washing with lime to give an even shade:New work (three or more coats)
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
K. MOOSA
N K ABDUL JALEEL
Bidder Name
N K ABDUL JALEEL
K. MOOSA
ALAVIKUTTY C P
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