Directorate Of RD PRIS And ULBS Tender
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Directorate Of RD PRIS And ULBS Tender
Civil And Construction
Building Construction
Eprocure
Opening Date22 Jun 2024
Closing Date28 Jun 2024
Tender Amount₹ 12,53,954
Costs
EMD
₹ 25,079Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDPRI_14519_1Bid Award Id
ViewTender No
139/EE/PRI/MB/23-2024Tender Authority
Directorate Of RD PRIS And ULBS ViewPurchaser Address
-Website
http://eprocure.andaman.gov.in
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Documents
BOQ Items
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1:3:6 (1 Cement : 3 Pulverised sand (zone-III) derived from natura sources : 6 graded stone aggregate 40 mm nominal size derived from natura sources)
4.66
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1:4:8 (1 Cement : 4 Pulverised sand (zone-III) derived from natura sources : 8 graded stone aggregate 40 mm nominal size derived from natura sources)
5.22
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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 :
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1:1.5:3 (1 cement : 1.5 Pulverised sand (zone-III) derived from natura sources: 3 graded stone aggregate 20 mm nominal size derived from natura sources).
3.4
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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 Pulverised sand (zone-III)derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
2.33
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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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement
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1:1.5:3 (1 cement : 1.5 Pulverised sand (zone-III) derived from natura sources: 3 graded stone aggregate 20 mm nominal size derived from natura sources).
1.38
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Centering and shuttering including strutting, propping etc. and removal of form for:
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Foundations, footings, bases of columns, etc. for mass concrete
70.96
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
24.29
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Columns, Pillars, Piers, Abutments, Posts and Struts
24
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
1107.4
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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.
109.38
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Steel work in built up 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.
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Electric resistance or induction butt welded tubes
371.25
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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 (5.5x 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 shape wherever required.
40.95
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Providing and laying Hollow cement concrete block walling 150mm thick consisting of hollow block of size 400x150x200 mm of mix 1:3:6 (1 Cement : 3 Pulverised sand (zone-III) : 6 graded stone aggregate 40 mm nominal size) laid in cement martar 1:6 (1 Cement :6 Sand).
14.46
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Cement 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.
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40 mm thick with 20 mm nominal size stone aggregate
25.76
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12 mm Cement Plaster of mix:
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1:4 (1 Cement :4 Pulverised Sand)
219.8
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Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification.
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Two or more coats on new work
98.4
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Finishing walls with water proofing cement paint of required shade :
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New work (Two or more coats applied @ 3.84 kg/10 sqm)
93.8
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Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
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Water thinnable cement primer
192.2
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Providing and fixing in position eaves of facia board with 18mm thick wood plastic composite board of 30cm wide including fixing to wooden frame wherever necessary, all complete as directed by Engineering incharg .
35.4
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Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 Pulverised sand derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
31
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
7.73
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Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.
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80x1.25 mm M.S. laths with 1.25 mm thick top cover
24.84
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Providing and fixing ball bearing for rolling shutters.
8
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