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Tender For Replacement Of Old Ac Sheet Roofing With Gi Profile Sheets In Godown Nos. 1 To 6 At Fsd Bhomaiya., Panch Mahals-Gujarat

Food Corporation Of India-FCI has published Tender For Replacement Of Old Ac Sheet Roofing With Gi Profile Sheets In Godown Nos. 1 To 6 At Fsd Bhomaiya.. Submission Date for this Tender is 25-10-2023. Shed Construction Tenders in Panch Mahals Gujarat. Bidders can get complete Tender details and download the document.




Tender Notice

39959113
Corrigendum : Tender For Replacement Of Old Ac Sheet Roofing With Gi Profile Sheets In Godown Nos. 1 To 6 At Fsd Bhomaiya.
Open Tender
Indian
Gujarat
Panch Mahals
25-10-2023

Tender Details

Replacement Of Old Ac Sheet Roofing With Gi Profile Sheets In Godown Nos. 1 To 6 At Fsd Bhomaiya.

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 10-Oct-2023 CORRIGENDUM Other 25-10-2023

Key Value

Document Fees
Refer document
EMD
INR 412250.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Replacement of old AC sheet roofing with GI Profile sheets in godown nos. 1 to 6 at FSD Bhomaiya.
Sl. No. Item Description
1A) Roofing Works
2Taking out wind ties from roof including cutting out rusted bolts, nuts etc. and removing materials to any distance within compound and stacking.
3Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: Asbestos cement sheet
4Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
5Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work
6Providing 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 15-18microns. 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 Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) 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 shapewherever required.
7Providing 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: 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 - 600mm)
8Fixing of old wind tie with new fittings including painting two or more coats with anticorrosive bitumastic paint of approved brand & manufacturer over and including priming coat of ready mixed zinc chromate yellow primer of approved brand.
9Extra for providing and fixing wind ties of 40x 6 mm flat iron section.
10Supplying installation ,testing and commissioning of turbo ventilators of size 22" ofstainless steel 430grade with appropriate weight 4.85 kg having CFM 7KM per hour, 2440 with blade length 360 mm wing of 80 mm, outer wings 22" - 24 nos, inner wings 22" - 6 nos with self lubricating bearing etc complete as per manufacturer"s specification and stainless steel base plate etc as per direction of engineering in cahrge including cutting of existing profile sheet and sealing of joints and screw holes with silicon sealant all complete.
11Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as perstandard design :In 75x75 mm deep chase
12Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in superstructure above plinth level up to floor V level in all shapes and sizes in: cement mortar 1:6 (1 cement : 6 coarse sand)
1312 mm cement plaster: 1:6 (1 cement : 6 fine sand)
14White washing with lime to give an even shade : New work (three or more coats)
15White washing with lime to give an even shade : Old work (two or more coats)
16B) ARMO and Other works
17Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
18Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
19Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
20Providing 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
21Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 50 mm wide and 4 mm thick
22Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20 mm nominal size stone aggregate
23Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
24Centering and shuttering including strutting, propping etc. and removal of form forWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
25Providing 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 (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
26Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
27Credit for taking away dismantled AC sheets received from item for dismantling AC sheets including all leads, lifts and transportation complete as per directions of Engineer-in-charge. (Material shall be totally removed and site cleared totally).
28Credit for taking away of the dismentled J hook & bolt nutreceived from the AC sheet from the specified item shall be issue to the contractor and shall be cleared by the contractor from the site of work with all leads and lifts including transportation as is where basis complete as directed by EIC (weight to be taken as actual weighment on FCI weigh bridge)
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