Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date2 Jan 2025
Closing Date16 Jan 2025
Tender Amount₹ 19,97,963
Costs
EMD
₹ 39,959Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Seperate Shed At Progeny Farm
Description
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Contact
Tender Id
2025_APWD_17072_1Bid Award Id
ViewTender No
NIT No.30/DB/MID/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://apwd.and.nic.in/APWD/
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Documents
BOQ Items
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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)
9.69
19092
185005.84
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1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
9.82
22301
219004.17
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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.
1151.34
129
148868.26
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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 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
4.44
24177
107349.65
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fllets, 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 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
4.53
25900
117330.17
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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.
32.29
427
13795.9
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
25.25
741
18724.14
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Columns, Pillars, Piers, Abutments, Posts and Struts
14
988
13834.8
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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 for all lift
42.21
186
7891.16
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Reinforced cement concrete work in beams, suspended foors, 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 foor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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).
1
26542
26542.45
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12 mm cement plaster of mix :
-
-
-
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1:4 (1 cement: 4 fine sand)
61
594
36261.45
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12 mm cement plaster finished with a floating coat of neat cement of mix :
-
-
-
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1:3 (1 cement: 3 fine sand)
15.24
738
11256.26
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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.
334.85
132
44367.63
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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
1302
199
260139.6
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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
-
-
-
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In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
340
204
69377
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Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
36
102
3686.4
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Providing and fixing bolts including nuts and washers complete.
30
153
4618.5
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Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :
-
-
-
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Two or more coats on new work
52
139
7269.6
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Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) 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 using self drilling/ self tapping screws complete:
-
-
-
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Ridges plain (500 - 600mm)
11
1116
12281.5
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Barge board (Upto 300 mm)
32
448
14348.8
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Extra for providing and fixing wind ties of 40x 6 mm flat iron section.
64
239
15324.8
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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
48
1243
59668.8
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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
15.75
4706
74127.38
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Providing and fixing ball bearing for rolling shutters.
4
788
3154.8
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
-
-
-
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Two or more coats on new work
38.23
152
5841.54
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Finishing walls with Acrylic Smooth exterior paint of required shade :
-
-
-
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New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
61.47
185
11414.98
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Providing and fxing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing I paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
-
-
-
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a) For fixed portion
Powder coated aluminium (minimum thickness of powder coating 50 micron)
76.16
643
48986.11
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b) For shutters of doors, windows & ventilators including providing and fxing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)
Powder coated aluminium (minimum thickness of powder coating 50 micron)
73
751
54892.35
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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):
-
-
-
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With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)
6
1712
10276.5
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Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete.
-
-
-
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Powder coated minimum thickness 50 micron aluminium
8
78
625.6
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Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.
-
-
-
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Beyond 60 cm girth upto and including 120 cm girth
3
2256
6769.65
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Beyond 120 cm girth upto and including 240 cm girth
1
10480
10480.4
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
-
-
-
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
40.36
129
5218.55
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Providing and fixing pre-painted galvalume (PPGL) steel profile sheets AZ-150 of brand Tata Bluescope steel, Everesrt Industries Ltd., JSW Steel Ltd., Jindal India Ltd. or equalavent (size,shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with aluminium zinc coating 150 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 aluminium screws (Xylan) 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.
169.87
1036
176121.22
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Providing and laying hollow cement concrete block walling upto floor five level 200mm thick consisting of hollow block of size 400 x 200 x 200 mm of mix 1:3:6 (1 cement::3 coarse sand : 6 graded stone aggregates 10mm nominal size) having crushing strength 3.5 N/sqm at 28 days as per IS 2185 (part-I) 1979 laid in cement mortar 1:6 (1 cement : 6 coarse sand).
-
-
-
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Hollow block 200mm thick size 400x200x200 mm
5
15625
78127.5
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Providing cement concrete surface drain with 1:3:6 (1 cement : 3 Coarse sand: 6 graded stone aggregte 20 mm nominal size) i/c finishing with 1:4 cement mortar (1 cement : 4 fine sand) with floating coat of neat cement inside the drain, on its and exposed side i/c earth work in excavation and disposal of surplus earth within a lead of 50m.
-
-
-
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15 x 15 cm
34.4
1845
63471.44
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Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed by stone aggregate 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling and dressing and finishing the top smooth.
20.64
2037
42056.06
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