Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date6 Dec 2024
Closing Date13 Dec 2024
Tender Amount₹ 45,77,000
Costs
EMD
₹ 91,540Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWDJK_267209_3Bid Award Id
ViewTender No
e-Nit No.28 of 2024-25 dated 06-12-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://jkpwdrb.nic.in/
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Documents
BOQ Items
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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
98.67
5733
565734.31
... More
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone
20.4
2793
56993.52
... More
Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.
53.67
628
33755.75
... More
Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand)
65.77
7571
497980.84
... More
Extra for brick work in super structure above plinth level upto floor V level by manual means.
65.77
1455
95738.1
... More
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level: 1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
3.72
7788
28972.85
... More
Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
10.61
9395
99688.38
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
35.35
9821
347202.4
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level: Thermo-Mechanically Treated bars of grade Fe-500D or more.
4969.56
123
612249.79
... More
Centring and shuttering including strutting,propping etc and removal of form work: Foundations, footings, bases of columns etc. for mass concrete.
148.25
286
42451.39
... More
Centring and shuttering including strutting,propping etc and removal of form work: Columns, pillars, piers, abutments, posts and struts.
125.46
742
93160.32
... More
Centring and shuttering including strutting,propping etc and removal of form work: Lintel, beams, plinth beams, girders, bressumers and cantilevers.
86.67
577
50056.26
... More
Centring and shuttering including strutting,propping etc and removal of form work: Suspended floors, roofs, landings, balconies and access platforms
205.65
718
147697.83
... More
Centring and shuttering including strutting,propping etc and removal of form work: Edges of Slab under 20cm wide
130.48
262
34211.86
... More
6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand)
242.36
241
58469.35
... More
12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand)
346.44
266
92222.33
... More
15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 6 ( 1 cement : 6 coarse sand)
287.1
306
88096.64
... More
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete Size of tile 600x600 mm
128.81
1395
179702.83
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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 bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete
31.83
572
18232.22
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Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer
588.81
164
96918.13
... More
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface.
588.81
66
39361.95
... More
Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
287.1
98
28351.13
... More
Applying priming coat with With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood)
40.38
64
2608.55
... More
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade . two or more coats on new work over and under coat of suitable shade with ordinary paint of approved brand and manufacture
40.38
194
7859.97
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Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60mm thickness, including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.60mm pressed, mild steel welded or rigidly fixed together by mechanical means, including M.S pressed butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile B. Fixing with adjustable lugs with split end tail to each jamb
154.57
460
71194.94
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Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Second class Kail wood. 35 mm Shutter.
24.34
3506
85357.95
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Providing and fixing wire gauze shutters using galvanized M.S. wire gauze ofaverage width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge : Second class Kail wood 35 mm thickness
24.34
3453
84059.41
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Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately). thickness 35mm. Second kail wood.
8.45
2853
24115.88
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Providing and fixing panelling or panelling and glazing in panelled or panelledand glazed shutters for doors, windows and clerestory windows (Area ofopening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40mm thick.Particle Board 12mm thick Plain particle board flat pressed, 3 layer or graded wood particle board medium density Grade I, IS : 3087 marked.
5.92
1367
8094.12
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Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc including priming coat with approved steel primer all complete.Fixed to openings/wooden frames with rawl plugs screws etc.
280.5
231
64837.58
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Providing and fixing aluminum sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete : 300x16 mm
4
298
1195
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Providing and fixing aluminum tower bolts ISI marked anodized (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 :: 200x10 mm
16
95
1525.6
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Providing and fixing aluminum tower bolts ISI marked anodized (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 :: 100x10 mm
200
63
12700
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Providing and fixing aluminum handles ISI marked anodized (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete.: 125mm
8
68
544
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Providing and fixing aluminum handles ISI marked anodized (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete.: 100mm
100
60
6000
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Providing and fixing aluminum hanging floor door stopper, ISI marked, anodized (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 Twin rubber stopper
4
63
253.8
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
35.03
218
7650.55
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Providing and fixing of electric power point fitting including accessories like fan bends, LED Bulb etc including fixing of switches laying of wires, conduit etc complete job.
15
1600
24000
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Carriage of material with in avg. Lead from source to site of work: Sand 70.00 KM by M.T and 450 mtr. By A/T
122.06
1512
184570.59
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Carriage of material with in avg. Lead from source to site of work: Agg Below 40 mm 12.00 KM by M.T and 450 mtr. By A/T
163.06
855
139483.15
... More
Carriage of material with in avg. Lead from source to site of work: STONE 12.00 KM by M.T and 450 mtr. By A/T
20.4
1006
20530.36
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Carriage of material with in avg. Lead from source to site of work: Bricks 170.00 KM by M.T and 450 mtr. By A/T
31.24
6534
204144.34
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