Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date27 Jul 2024
Closing Date10 Aug 2024
Tender Amount₹ 19,73,488
Costs
EMD
₹ 39,470Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Balance Work For Wss Manzimpora
Description
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Contact
Tender Id
2024_PHE_254387_1Tender No
NIT NO. 06/JSDS OF 2024-25Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://http://jkphedwaterbilling.com/
GEM & Bid Advisory Services
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BOQ Items
Providing & laying of dry stone soling tightly hand packed
14.88
9172
616.4
Providing ,supplying ,lowering,laying,jointing ,hydraulic testing and commissioning of PE -100,PN-10 HDPE Pipes in standard lenghts conforming to IS:4984/1415/12786/13488-1 with necessary joining material and all kinds of pipe specials including transportation,Freight charges,inspection charges loading unloading charges,conveying to departmental store,joining procedure as per relevent IS Code complete with materials for jointing procedure with all labours as directed by Engineer In Charge as per IS 7634-Part -2 Hydraulic testing to specified pressures(including cost of all materials labour and water/for specified lenghts inclusive of all kinds of taxes and carriage complete
-
-
-
25 mm dia HDPE pipe
500
31665
63.33
20 mm dia HDPE pipe
500
28745
57.49
Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix)
3.38
5303
1569.2
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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
6.44
31310
4861.84
Providing and laying in position cement concrete of specified grade of reinforced cement concrete including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size)
11.07
86354
7800.76
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)
22.34
210177
9408.14
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)
4.55
44814
9849.35
Dry random rubble masonry with hard stone in foundation and plinth: With bond stone.
9.93
24800
2497.5
Providing and mixing of water proofing material in cement concrete work in doses by weight of cement as per manafacturer's specification (1 kg of water proofing material in 50 kg of cement)
100
5790
57.9
Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 meters lead. Thickness of tiles above 25 mm and upto 40 mm.
45
3674
81.65
Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead asper direction of Engineer-in-charge: Bituminous road.
9
2504
278.25
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by
Engineer-in-Charge. All kinds of soil :
-
-
-
By mechanical means
127
23971
188.75
By Manual means
16.37
8829
539.35
Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil :
82.42
6729
81.65
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)
6.32
39081
6183.75
Providing and fixing glazed shutters for doors, windows and clerestory windowsusing 4mm thick float glass panes including ISI marked M.S. pressed butthinges bright finished of required size with necessary screws.Second class kail wood
12.55
41892
3338.05
Providing and fixing panelled or panelled and glazed shutters for doors,windows and clerestory windows fixing with butt hinges of required size withnecessary screws, excluding panelling which will be paid for separately, allcomplete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately). First class kail wood (35mm thick)
4.93
15252
3093.8
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 : First class kail wood (35 mm thick)
8.55
31221
3651.62
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: 6graded stone aggregate 20 mm nominal size)
9.9
53826
5437
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)
1.08
10637
9849.35
Cement concrete flooring 1:2:4 ((1 cement : 2 coarse sand : 4graded stone aggregate ) finished with a floating coat of neat cement including cement slurring and curing complete but excluding the cost of nosing of steps etc complete 50 mm thick with 20 mm nominal size stone aggregate
44.63
22538
505
12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)
154.04
40058
260.05
12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 3 ( 1 cement : 3 fine sand)
19.61
6740
343.75
Providing and fixing 1st quality ceramic glazed floor tiles conformingtoIS : 15622 (thickness to be specified by the manufacturer ) of approvedmake in all colours, shades except burgundy, bottle green, black of anysize as approved by Engineer-in-Charge in skirting, risers of steps anddados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse
sand) and jointing with grey cement slurry @ 3.3kg per sqm includingpointing in white cement mixed with pigment of matching shade complete.
33.06
34787
1052.25
Providing & fixing White vitreous china water closet squatting pan(Indiantype) along with “S” or “P” trap including dismantling of old WC seat and“S” or “P” trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all
complete as per the direction of Engineer-in charge.
1
3690
3690.25
Providing and fixing Stainless steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C I brackets and stain less steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required: 610 x 510 mm bowel depth 200 mm
1
4575
4575.2
Providing and fixing PVC waste pipe for sink or wash basin including PVC waste fittings complte: 40 mm dia
1
144
144.55
Providing and fixing PVC sanitary fitting of geysar 50 ltr, 10 No of points with necessary tapes and water mixer, mirror, water motor ( complete job)
1
16000
16000
Structural steel work in single section, fixed with or withoutconnectingplate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
1890
156397
82.75
Providing corrugated G. S. sheet roofing including vertical/curved surfacefixed with polymer coated J or L hooks, bolts and nuts 8mm diameter withbitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of
approved paint on overlapping of sheets complete (upto any pitch inhorizontal/vertical or curved surface)excluding the cost of purlins, raftersand trusses and including cutting to size and shape wherever required.0.50 mm thick with zinc coating not less than 275 gram/m2
63
52305
830.25
Providing ridges or hips of width 60cm overall width plain G.S. sheetsfixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete.0.50 mm thick with zinc coating not less than 275 gram/m2
10
6267
626.7
Providing and fixing plained eaves boarding.2nd class kail wood 250x32 mm (nominal size )
28
19429
693.9
Providing and applying white cement based putty of specified thickness,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
1 mm thick
73.61
9532
129.5
Distempering with 1st quality acrylic distemper, having VOC (VolatileOrganic Compound) content less than 50 grams/ liter, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. One coat
73.61
3640
49.45
Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
62.64
5750
91.8
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.Two or more coats on new work
86.39
10535
121.95
Provision for plumbing and electrification to the quarter and other items
1
100000
100000
Dry random rubble masonry with hard stone in foundation and plinth:with bond stone
13.25
33091
2497.5
Centering and shuttering including strutting, propping etc. and removal of form for:
-
-
-
Foundations, footings, bases of columns etc. for mass concrete.
14.71
3858
262.3
walls (any thickness) including attacxhed pillasters, butresses, plint and string course
217.34
124720
573.85
Beams
8.95
4500
502.85
suspended floors, roofs , landings , balconies and plateform
16.71
10620
635.6
Extra for shuttering in circular work (20% of respective centering and Shuttering items)
-
-
-
Foundations, footings, bases of columns etc. for mass concrete.
4.71
247
52.46
walls (any thickness) including attacxhed pillasters, butresses, plint and string course
97.34
11171
114.77
Beams
8.95
900
100.57
Edges of slabs and breaks in floors and walls Under 20 cm wide
16.97
4111
242.3
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more
3608
314527
87.18
Structural steel work in built up sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
133
13583
102.14
Providing and fixing of different Pipe Specials of standard make as directed by Engineer-in-Charge i/c all carriages complete job (The rates of pipe specials will be paid as per below 100 mm G.I Bend @ Rs. 1500/NO, 100 mm G.I Equal tee @ 1200/NO,100 mm G.I Union @ 700/NO,100-80 mm G.I reducer socket @ 300/NO,100-65mm G.I reducer socket @ 300/NO,100x 100x80 mm G.I l tee @ 700/NO,100x100x65 mm G.I l tee @ 600/NO,100x100x50 mm G.I tee @ 550/NO,100 x 100 x 40 mm Tee @540/NO,100 x 100 x 25 mm Tee @520/NO,100 x 100 x 20 mm Tee @520/NO,100 mm G.I Elbow @400 /NO,80 mm G.I Union @619/NO,80-65 Reducer Socket @300/NO,80-50 mm Reducer Socket @250/NO,80 mm G.I Elbow @430/NO,80 x 80 x 50 mm Tee @ 300/NO,80 x 80 x 40 mm Tee @ 250/NO,80 x 80 x 25 mm Tee @ 250/NO,80 x 80 x 20 mm Tee @ 250/NO,65 mm G.I Union @ 475/NO,65 x 65 x 20 mm Tee @ 230/NO,65 x 65 x 25 mm Tee @ 230/NO,65 x 65 x 40mm Tee @ 240/NO,65-50 Reducer Socket @ 200/NO ,65 mm G.I Union @ 253/NO,50 mm G.I Elbow @ 200/NO,50 x 50 x 20 mm Tee@ 230/NO,50 x 50x25mm Tee@ 235/NO,50 x 50x40 mm Tee@ 240/NO,50 mm Equal Tee @ 250/NO,50-40 Reducer Socket@ 150/NO,40 mm G.I Union @ 180/NO,40 mm G.I Elbow @ 130/NO,40 x 40 x 20 mm Tee @ 200/NO,40 x 40 x 25 mm Tee @ 200/NO,40-25 Reducer Socket@ 150/NO,40-20 Reducer Socket@ 150/NO,25 mm G.I Union @ 120/NO,25 x 25 x 20 mm Tee @ 130/NO,25 mm Equal Tee @ 110/NO,20 mm Equal Tee @ 100/NO,20 x 20 x 15 mm Tee @ 80/NO,15mm push cock @ 60/ NO,20mm G.I Elbow @ 60/ NO,25mm G.I Elbow @ 60/ NO,20 mm G.I Nipple @ 40/NO, 25mm nipple @ 50/NO.
1
53000
53000
Providing and laying D.I. standard specials such as tees, bends, collars, tapers, caps etc. suitable for flanged jointing as per IS : 9523 (as per site requirement) Up to 300 mm dia.@ Rs 7823.70 per Qtl and Over 300 mm dia @ Rs 8225.10 per Qtl,
1
60000
60000
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.
110
21857
198.7
Carriage of material from source upto site of work by mechanical means incl. loading, unloading and stacking complete.
-
-
-
Cement and steel for an average lead of 15 km
25.97
7531
290
Sand and stone aggregate for an average lead of 16 km
16.5
5577
338
Sand and stone aggregate for an average lead of 45 km
59.66
37108
622
Stone aggregate above 40 mm nominal size for an average lead of 45 km
9.96
6742
677
Stone soling for an average lead of 27 km
8.73
4626
530
Bricks for an average lead of 16 km
3003
2462
0.82
Quarry stone for an average lead of 16 km
29.93
10829
361.84
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