Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date8 Oct 2024
Closing Date25 Oct 2024
Tender Amount₹ 1,32,95,329
Costs
EMD
₹ 2,65,907Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_APWD_15955_1Bid Award Id
ViewTender No
NIT No. 60/SE/CC-I/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://apwd.and.nic.in/
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Documents
BOQ Items
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Superior hardwood Cat-II (A)
0.13
14889
114533.6
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1:3 (1 cement: 3 fine sand)
79.28
56456
712.12
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Construction of Coffer Dam 1.50 mtr above ground level in the nallah side of the structure to prevent water from entering the working area with suitable materials like jungle ballies, gram sheets on both sides and filling non previous soil in between with proper compaction as the direction of Engineer-in-charge.
30
158082
5269.4
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All works upto plinth level :
Concrete of M25 grade with minimum cement content of 300 kg /cum
20.29
332047
16367.49
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Supplying pig lead at site of work.
6.36
340347
53513.76
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All kinds of soil
187.11
53062
283.59
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12 mm cement plaster finished with a floating coat of neat cement of mix :
-
-
-
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Two or more coats on new work
54.35
13597
250.19
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Electric resistance or induction butt welded tubes
371.15
99850
269.03
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Columns, Pillars, Piers, Abutments, Posts and Struts
112.52
172237
1530.73
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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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All kinds of soil
280.55
55801
198.9
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Centering and shuttering including strutting, propping etc. and removal of form for
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-
-
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150 mm dia pipes
280
83162
297.01
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100x10 mm
12
1339
111.63
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Providing and fixing PVC pipe i/c cutting & placing for weep hole :
-
-
-
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Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :
-
-
-
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150 mm dia Ductile Iron Class K-9 pipes
1535
4747708
3092.97
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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)
10.46
125941
12040.32
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
4524.45
772006
170.63
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Superior hard wood Cat-II(A)
3.22
14001
4348.37
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Ridges plain (500 - 600mm)
8.9
9933
1116.1
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Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
118.83
1673
14.08
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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 @ 0.90 litre/10 sqm
70.53
19793
280.64
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52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
23.12
37663
1629.04
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Foundations, footings, bases of columns, etc. for mass concrete.
115.36
72917
632.09
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Providing and laying hollow cement concrete block walling upto floor five level of using Hollow block of mix (1 cement:3 coarse sand:6graded stone aggregate. 12mm nominal size) having a crunching strength of 3.5N/Sqm at 28 days as per IS: 2185 (part-I) 1979 laid in cement mortar 1:6 (1cement : 6 coarse sand ) upto to floor five level.
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-
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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)
4.2
74944
17843.88
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100 mm
8
810
101.35
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Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 :
-
-
-
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Providing and fixing pre-painted galvalume (PPGL) steel profile sheets AZ-150 of brand Tata Bluescope steel, Everest 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.
55.04
59355
1078.4
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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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-
-
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Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of Stone Aggregate 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
42.92
49559
1154.7
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Hollow block 200mm thick size 400x200x200mm
13.04
205208
15736.85
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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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150 mm
8
914
114.29
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Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :
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-
-
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Providing and laying C.I./D.I. Non return valves with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately).
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-
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Two or more coats on new work
16.83
3686
219.07
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All kinds of soil.
73.36
30522
416.06
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Providing and fixing pre-painted galvalume (PPGL) steel profile sheets AZ-150 of brand Tata Bluescope steel, Everest 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 usning self drilling/self tapping screws complete.
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-
-
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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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150 mm diameter pipe
187
219156
1171.96
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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-
-
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
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-
-
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15 x 15cm Surface drain
26.8
42297
1578.25
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12 mm cement plaster of mix :
-
-
-
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Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :
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-
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Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
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-
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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing :
-
-
-
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New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 pram/litre
41.72
12276
294.25
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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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Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
4.52
761
168.44
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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.
155.12
27471
177.1
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Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead :
-
-
-
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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
23.27
7157
307.57
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80mm dia PVC pipe
24.75
6798
274.7
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Suspended floors, roofs, landings, balconies and access platform
3.1
4522
1458.98
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SITC of pump set with water cooled diesel engine equivalent to Kirloskar Make 6R1080, 79HP, 1500 RPM coupled with water pump equivalent to Kirloskar make, model RKB 125/27M, 5 stage with std C.I. Impeller having suction and delivery of 150mmx125mm wutg a minimum discharge of 140.4 cum/hr at a head of 110 mtrs including base frame with foundation bolts and nuts, coupling assembly, C.I. foot valve 150mm etc,m fuel tank assembly with bracket of minimum 200 litres capacity, 2x12 Volts 180 AH battery with cables and stand, silencer pipe, part catalogue, SFC & environment friendly certificate, standard tools etc as required.
2
2939560
1469780
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Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
-
-
-
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Providing and fixing bright finished brass hard drawn hooks and eyes :
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-
-
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Providing and fixing ball bearing for rolling shutters.
4
3229
807.38
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150 mm diameter
Class I
10
113826
11382.63
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Providing and fixing 35mm thick glazed shutters for windows with superior hard wood cat-II (A) using 10 kg/sqm 4mm thick glass and MS butt hinges and screws including the cost of panelling as per the direction of Engineer-in-Charge.
-
-
-
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Providing and fixing bolts including nuts and washers complete.
11.76
3136
266.75
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Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer, of required shade and colour all complete:
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-
-
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Supplying and filling in plinth with Pulverised sand under floors, including watering, ramming, consolidating and dressing complete.
5.02
20893
4162.15
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50 mm dia PVC pipe
18.14
3584
197.6
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150mm diameter
Class-I
2
36773
18386.6
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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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-
-
-
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Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :
-
-
-
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Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket :
-
-
-
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Up to 600 mm dia
13.92
454528
32652.94
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Providing and placing of stone boulders as filter media by gravels of size (10 to 40mm):
11.88
29184
2456.6
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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
303.14
405024
1336.12
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Extra for shuttering in circular work (20% of respective centering and shuttering items)
270.6
82844
306.15
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80x0.90 mm M.S. laths with 0.90 mm thick top cover
21.13
109345
5174.9
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
52.61
60916
1157.88
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1:4 (1 cement: 4 fine sand)
198.48
111384
561.19
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Providing weep holes in brick masonry/plain/reinforced cement abutment, wing wall/return wall/with PVC pipe, extending through the full width of the structure with slope IV:20H towards draining force complete as per drawing and technical specification:
-
-
-
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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)
29.37
411712
14018.14
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Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
16
5918
369.91
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Providing and fixing in position eaves or facia borad with 18mm thick 30cm wide WPC Solid board i/c fixing with nuts and bolts etc. all complete as per direction of Engineer-in-Charge.
26.8
33798
1261.15
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Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.
-
-
-
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Finishing walls with Acrylic Smooth exterior paint of required shade .
-
-
-
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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)
14.46
271411
18769.84
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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 floor 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).
2.8
55378
19778.02
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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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