Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date27 Aug 2024
Closing Date9 Sep 2024
Tender Amount₹ 16,94,000
Costs
EMD
₹ 33,880Document Cost
₹ 2,000Tender Fee
₹ 295
Description
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Contact
Tender Id
2024_PWDRB_365157_1Bid Award Id
ViewTender No
06/SAC/TENDER/2024-2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
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Documents
BOQ Items
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil
100
14700
147
Supplying and filling in plinth with crusher stone dust / coarse sand under floors including, watering, ramming and compacting in layers not exceeding 20cm in depth and dressing complete Note: - Maximum thickness of this layer shall be 20 cm.
150
100800
672
Supplying and filling in plinth under floors including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete.
2.27.1 With hard muram having CBR 12 % at under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 20cm in thickness and dressing complete. (Note:- maximum thickness of this layer to be provided shall be 30cm)
120
47160
393
Supplying and filing in plinth with soil (other then BC soil ) having MDD not less than 1.85 t/m3 under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 15cm depth and dressing complete.
80
26480
331
Making bore holes for providing dowel bars at designed depth in rock foundation by drilling 40 mm dia bore hole in rock including necessary bending hooking, in position and grouting with cement slurry etc. complete as per drawing and specification. (Steel to be paid separately).
50
10250
205
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level :With 20mm nominal size graded stone aggregate. 4.1.1.3 M-15 – Grade concrete
15
67065
4471
With 40mm nominal size graded stone aggregate. 4.1.2.2 M-10 Nominal (Mix -1 Cement : 3 sand : 6 graded stone aggregate)
20
77800
3890
Extra for providing and mixing water proofing material as per IS standard in cement concrete work quantity as prescribed by the manufacturer.
100
4400
44
Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.1 M - 20 Grade Concrete
20
123060
6153
M-15 Grade Concrete
20
107940
5397
Centering and shuttering in cluding strutting, propping etc. and removal of form for:5.9.1 Foundations, footings, bases of columns, etc. for concrete upto plinth level
60
11436
190.6
Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc. Uptoplinthlevel.
100
21900
219
Above plinth upto 3.6 m height from plinth level
80
26400
330
Suspended floors, roofs, landings, balconies and access platform.
80
35168
439.6
Columns, Pillars, Piers, Abutments, Posts and Struts.
50
23560
471.2
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete .(Note:- 1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge. 2. No extra payment shall be done for overlaps and/or couplers. 3.Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”) 5.16.6 Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 17865.16.3 Cold twisted Cold twisted bars (CTD)
100
8100
81
Brick work fly ash bricks insuper structure
Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, in super structure above plinth level up to floor two level in6.7.3 50 kg / cm2 Having 50 kg / cm2 average
compressive strength. :6.7.3.2 CM 1:6 Cement mortar 1:6 (1 cement : 6
15
74040
4936
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). 9.1.2 Sal wood
1
71309
71309
Factory made Kiln seasoned, chemically treated, finger jointed at spacing not closer than 50 cm, 2nd class hard wood. 9.1.4.1 Frame of size 100mmX60mm single or double rebate
12
4668
389
Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick:
9.6.4 ply wood 5 ply, 9 mm thick : 9.6.4.2 Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1) conforming to IS 1328 BWR Type
25
35975
1439
Float glass panes 9.6.7.1 4 mm thick glass pane (weight not less than 10 kg/sqm)
25
24325
973
Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. Wire and 1.4 mm wide aperture with matching wood beading
10
15320
1532
providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutter. 9.18.2 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
10
26480
2648
Providing and fixing ISI marked stainless steel sliding door bolts with nuts and screws etc. complete: 9.65.1 300x16 mm
20
7780
389
Providing and fixing ISI marked stainless steel tower bolt black finish, (Barrel type) with necessary screws etc. complete : 9.66.2 200x10 mm
20
1860
93
Providing and fixing ISI marked stainless steel handles with necessary screws etc. complete : 9.69.1 125 mm
25
1500
60
Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice .husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-InCharge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) 9.170.1 24 mm thick WPC (Wood polymer composite) solid plain flush door shutter
20
45000
2250
Providing and fixing bolts including nuts and washers complete.
25
2525
101
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.
55
5005
91
M.S. sheet door and angle iron frame
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x5mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 10.5.2 Using flats 30x6mm for diagonal braces and central cross piece.
12
29688
2474
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. 10.22.2 Frame, ladder, railing In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
100
10500
105
Welding by gas or electric plant including transportation of plant at site etc. complete.
1500
7500
5
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying a priming coat of approved steel primer. 10.23.3 G.I. pipes
50
6450
129
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia. 3mm including strengthening with 2mm dia. wire or nuts, bolts and washers as required complete, with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix 1:5:10 (1cement :5 sand : 10 graded stone aggregate 40mm nominal size) every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, as per the direction of Engineer-in-Charge. (cost of post painting earth work & C.C. to be paid separately)
280
160720
574
40 mm thick Cement concrete flooring 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate) 20mm nominal size stone aggregate in panels finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.(Area of panel not to exceed 2.0 sqm)
70
18900
270
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 gsm as per IS: 277 in 240 mpa steel grade, 5-7microns 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 while 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 55mm) 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.
150
97800
652
12 mm cement plaster of mix : 13.1.2 1:6 (1 cement : 6 sand)
150
24000
160
15 mm cement plaster on the rough side of single or half brick wall of mix 13.2.2 1:6 (1 cement : 6 sand)
150
25200
168
Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50metres lead : With cement mortar 1:4 (1 cement : 4 sand).
150
27000
180
White washing old work White washing with lime old work to give an even shade :14.26.1 two or more coats
1000
7000
7
one or more coats
2000
8000
4
Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
2000
10000
5
Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
1000
6000
6
Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One or more coats on old work.
2000
82000
41
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: One or more coats on old work.
500
17500
35
Colour washing with lime to give an even shade: 14.62.2 (two or more coats)
800
8800
11
Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast Iron P or S trap, UPVC P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests.
10
29950
2995
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : 17.2.1 W.C. pan with ISI marked white solid plastic seat and lid
5
15180
3036
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : 17.11.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap.
5
10935
2187
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. 18.6.1 Internal work - Exposed on wall 18.6.1 15 mm nominal outer dia .Pipes.
20
2580
129
20 mm nominal outer dia .Pipes.
20
3060
153
25 mm nominal outer dia .Pipes.
20
3540
177
Providing and fixing CPVC gate valve with knob of approved quality. 18.13.1 25 mm nominal bore
10
4280
428
Providing and fixing PTMT bib cock of approved quality and colour 15mm nominal bore. 18.44.1 86 mm long weighing not less than 88 gm
20
3460
173
Providing and fixing PTMT pillar cock of approved quality and colour. 18.46.1 15mm nominal bore, 107mm long. Weighing not less than 110 gms.
20
5020
251
Other Than Above All Items Of SCHEDULE OF RATES (SOR) For BUILDING WORKS ( VOLUME-I & II ) In force from01.01.2024 are included in this N.I.T
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