Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date2 Jul 2024
Closing Date20 Jul 2024
Tender Amount₹ 1,82,47,000
Costs
EMD
₹ 3,64,940Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PHE_251854_3Bid Award Id
ViewTender No
Fresh ENIT No. 08/PHE/SPR of 07/2024 dt 02-07-2024Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://http://jkphedwaterbilling.com/
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Documents
BOQ Items
Sinking of well through all type of soil complete as per specificatons and directions of Engineer Incharge
1
21000
21000
Providing, placing earth filled bags incl excavating earth from borrow pits , filing of bags, sewing, stitching , stacking and placing in position as per the diractions of Engineer Incharge incl all sorts of carriage complete job . The job includes demolishing of same after successful commissioning of the job
1
30
30
Providing, laying and fixing/jointing (rich mix concrete) of spun pipe NP3 type including earthwork excavation of trenches as specified to withstand the traffic load including sand coushioning by 2nd class sand and cost of pipe. The job includes all sorts of carriage upto site of work complete job (TO BE UTILISED AS SLEEVES)
1
2500
2500
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides andramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:
-
-
-
1 meter from cutting edge
1
479
479.3
25 meter beyond 1 m from cutting edge
1
576
576.45
50 meter beyond 1 m from cutting edge
1
673
673.3
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:
-
-
-
All kinds of soil :
1
256
256.85
Excavation in water bound macadam road including stacking of serviceable and unserviceable material separately and disposal of unserviceable material lead upto 50 m and lift upto 1.5 m, disposed material to be neatly dressed
1
710
710.3
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) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil.
1
187
187.3
Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material:
-
-
-
All kinds of soil :
1
89
89.75
Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.
-
-
-
All kinds of soil :
1
592
592.9
Cutting road and making good the same including supply of extra quantities of material i.e. crushed aggregate, moorum screening, red bajri and labour required.Bituminous portion
1
4000
4000.4
Cutting road and making good the same including supply of extra quantities of material i.e. crushed aggregate, moorum screening, red bajri and labour required Water bound macadam.
1
2236
2236.2
Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.
1
167
167.8
Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). 2.14.2 Depth exceeding 1.5 m but not exceeding 3m.
1
255
255.2
Providing and laying hand packed stone soling (Quarry) 75mm nominal size including ramming and dressing including all leads lifts and all carriages complete.
1
1320
1320
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:
-
-
-
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
1
6540
6540.45
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
1
5673
5673.4
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
1
5202
5202.9
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
-
-
-
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
1
7788
7788.4
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)
1
9395
9395.7
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
9821
9821.85
Providing and laying upto floor v level reinforced cement concrete in kerbs, steps and the like including curing but excluding the cost of centering, shuttering, finishing and reinforcement with:
-
-
-
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
1
9023
9023.35
Reinforced cement concrete work in arches, arch ribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with:
-
-
-
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size
1
10377
10377.15
Reinforced cement concrete work in chimneys, shafts upto floor five level including curing complete but excluding the cost of centering, shuttering, finishing and reinforcement with:
-
-
-
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
1
9588
9588.05
Centering and shuttering including strutting, propping etc. and removal of form for:
-
-
-
Foundations, footings, bases of columns etc. for mass concrete.
1
286
286.35
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
1
628
628.95
Suspended floors, roofs, landings, balconies and access platforms.
1
718
718.2
Lintel, beams, plinth beams, girders, bressumers and cantilevers.
1
577
577.55
Columns, pillars, piers, abutments, posts and struts.
1
742
742.55
Stairs (excluding landings) except spiral staircases.
1
851
851.15
Spiral staircases (including landings)
1
676
676.25
Arches, domes, vaults upto 6 m span
1
2281
2281.2
Extra for arches, domes, vaults exceeding 6 m span
1
1118
1118.85
Chimney and shafts
1
628
628.95
Extra for shuttering in circular work (20% of respective centering and Shuttering items)
1
-
0.2
Edges of slabs and breaks in floors and walls
1
262
262.2
Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and de-centering at all levels, over a height of 3.5 m, for every additional height of 1 meter or part thereof (Plan area to be measured).
-
-
-
Suspended floors, roofs, landings, beams and balconies (plan area to be measured)
1
293
293.9
Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement)
1
63
63
Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete upto plinth level.
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more.
1
123
123.2
Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from factory/workshop to construction site including placing in position and binding all complete above /below plinth level.
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more.
1
123
123.2
Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :
-
-
-
Cement mortar 1:4 ( 1 cement : 4 coarse sand)
1
7877
7877.4
Cement mortar 1:6 ( 1 cement : 6 coarse sand)
1
7571
7571.55
Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
1
1455
1455.65
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 with dash fasteners
shall be paid for separately):
-
-
-
First class kail wood
1
108897
108897.35
Pre-laminated particle board with decorative lamination on both sides,Grade I, Type II IS : 12823 marked
1
1764
1764.6
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.
-
-
-
First class kail wood (30 mm thick shutter)
1
2892
2892.1
Second kail wood (30 mm thick shutter)
1
2597
2597.15
Providing and fixing hold fasts.
1
60
60
Providing and fixing fly proof wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions all complete.
-
-
-
With Galvanized M.S. Wire gauge with wire of dia 0.63 mm
-
-
-
With 2nd class teak wood beading 62x19 mm
1
1308
1308.35
4 mm thick glass pane (weighing not less than 10 kg/sqm)
1
1985
1985.85
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 confirming to IS:4454 part-1 and M.S. top cover of required thickness for rolling shutters
-
-
-
80x1.25 mm M.S. laths with 1.25 mm thick top cover
1
3305
3305
Providing and fixing ball bearing for rolling shutters.
1
531
531.55
Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen 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 in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
-
-
-
0.50 mm thick with zinc coating not less than 275 gram/m2
1
852
852.5
Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete
-
-
-
0.80 mm thick with zinc coating not less than 275 gram/m2
1
840
840.15
0.63 mm thick with zinc coating not less than 275 gram/m2
1
761
761.95
0.50 mm thick with zinc coating not less than 275 gram/m2
1
690
690.85
Providing and fixing plained eaves boarding. 2nd class kail wood
-
-
-
250x32 mm (nominal size )
1
999
999.05
300x40 mm (nominal size)
1
1453
1453.5
Providing and fixing of 0.5mm Color GS Sheet Soffit boarding including Backing, supports etc complete job
1
600
600
Providing and fixing plained eaves boarding. (II Class kail Wood)
-
-
-
250x32 mm (nominal size )
1
702
702.55
300x40 mm (nominal size)
1
1007
1007.5
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
-
-
-
125 mm
1
68
68
100 mm
1
60
60
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 :
-
-
-
150x10 mm
1
83
83.8
100x10 mm
1
63
63.35
CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT 12mm Cement plaster finished with a floating coat of neat cement of mix:
-
-
-
1 : 3 ( 1 cement : 3 fine sand)
1
370
370.75
1 : 4 ( 1 cement : 4 fine sand)
1
353
353.1
6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand)
1
241
241.25
Extra for plastering exterior walls of the height more than 10m from ground level for every additional height of 3m or part thereof.
1
71
71.55
Extra for plastering
-
-
-
Spherical Ceiling
1
141
141
Groined ceiling
1
153
153
Flewing Soffits
1
93
93
Providing and fitting of service line 7/16 of specified specification complete job
1
150
150
Providing & fixing White vitreous china water closet squatting pan(Indian type) 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. 14.79.1 Long pattern W.C Pan of size 580x440 mm
1
3269
3269.7
EXTERIOR FINISHING
Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
1
98
98.75
Pointing on brick work in 1 cement : 3 sand mix. flush/ ruled/ structure or weathered pointing
1
200
200.8
Providing and fixing 15 mm nominal bore C.P. brass bib cock of approved quality conforming to IS : 893
1
583
583.25
Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved make conforming to IS : 8931
1
582
582.35
providing and fixing of wall fan of approved brand.
1
2500
2500
Providing hoisting and fixing trusses/purlins /rafters/posts/ post-plates or like components including cost of screws etc. complete popular wood
1
35000
35000
Providing and fixing of 10 litres of cistern of approved brand.
1
1500
1500
Applying priming coat:
-
-
-
With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood)
1
64
64.6
With ready mixed aluminum primer of approved brand and manufacture on resinous wood and ply wood
1
61
61.4
With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works
1
53
53.6
With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel work (second coat)
1
28
28.85
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.
-
-
-
Two or more coats on new work
1
131
131.85
Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
1
194
194.65
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc complete
-
-
-
On steel work
1
197
197.8
On concrete work
1
199
199.1
Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work, over and including water thinnable priming coat to give an even shade
1
127
127.95
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.
1
164
164.6
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.
1
218
218.4
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm 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.
-
-
-
Using M.S. angles 40x40x6mm for diagonal braces.
1
5493
5493.9
Using flats 30x6mm for diagonal braces and central cross piece.
1
5338
5338.5
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. chequered plate wherever required, all complete.
-
-
-
In stringers, treads, landings etc. of stair cases, including use of
1
141
141.4
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
1
181
181.6
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
-
-
-
M.S. tube
1
161
161.05
E.R.W. tubes
1
154
154.7
G.I. pipes
1
197
197.45
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.
1
120
120.8
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.
-
-
-
Riveted and bolted
1
142
142.9
Welded
1
138
138.2
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in charge Made of G.I. wire of dia 4 mm
1
809
809.9
Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work
-
-
-
15 mm and 20 mm dia. G.I. pipes
1
22
22.25
25 mm and 32 mm dia. G.I. pipes
1
33
33.7
40 mm and 50 mm dia. G.I. pipes
1
44
44.85
65 mm and 80 mm dia. G.I. pipes
1
80
80.3
100 mm and 150 mm dia. G.I. pipes
1
118
118.45
Providing and fixing G.I. pipes (B medium) complete with G.I. fittings excluding trenching and refilling etc.
-
-
-
15 mm dia. nominal bore
1
206
206.5
20 mm dia. nominal bore
1
255
255.2
25 mm dia. nominal bore
1
339
339.25
32 mm dia. nominal bore
1
411
411.3
40 mm dia. nominal bore
1
489
489.25
50 mm dia. nominal bore
1
805
805.7
65 mm dia. nominal bore
1
1018
1018.05
80 mm dia. nominal bore
1
1151
1151.2
100 mm dia. nominal bore
1
1434
1434
150 mm dia. nominal bore
1
2256
2256.9
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete.
-
-
-
25 to 40 mm nominal bore
1
730
730.25
50 to 80 mm nominal bore
1
1387
1387.25
Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe)
1
270
270.1
Providing push – on – joints to centrifugally DUCTILE IRON PIPES/ (spun) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket
-
-
-
100 mm dia pipes
1
94
94.8
150 mm dia pipes
1
150
150.35
200 mm dia pipes
1
221
221.9
250 mm dia pipes
1
270
270.65
300 mm dia pipes
1
346
346.2
350 mm dia pipes
1
367
367.6
Providing and fixing D.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). Confirming to IS:14846 read with latest amendments.
-
-
-
80 mm dia. Class 1
1
14058
14058
100 mm dia. Class 1
1
17210
17210
125 mm dia. Class 1
1
21000
21000
150 mm dia. Class 1
1
26720
26720
200 mm dia. Class 1
1
42300
42300
250 mm dia. Class 1
1
66440
66440
300 mm dia. Class 1
1
83100
83100
350 mm dia. Class 1
1
181060
181060
Providing & fixing of MS fittings viz bends of suitable degree, tees, collars etc to be fabricated from 6mm Nominal Size MS plate as per the requirement of site including cost of welding. The work should be leakproof and should be painted with anti corrosive red oxide primer. Complete Job.
1
147
147.82
Providing, fabricating & installation/laying of MS fittings for flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc. suitable for flanged jointing as per IS : 1538 (as per site requirement)
-
-
-
Up to 300 mm dia.
1
8539
8539.2
Over 300 mm dia.
1
8806
8806.75
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end)
-
-
-
25 mm nominal bore
1
691
691.7
20 mm nominal bore
1
513
513.4
32 mm nominal bore
1
750
750
40 mm nominal bore
1
834
834.6
50 mm nominal bore
1
986
986.15
65 mm nominal bore
1
1646
1646.05
80 mm nominal bore
1
2605
2605.15
Providing and fixing of MS flanged joints (12mm thick) to double flanged GI/DI pipes including cutting of pipes, welding charges, cutting of flanges, rubber gasket, bolts, nuts including testing of joint and sorts of carriages. Complete Job.
-
-
-
80 mm dia. pipe
1
1100
1100
100 mm dia. pipe
1
1520
1520
125 mm dia. pipe
1
1855
1855
150 mm dia. pipe
1
2150
2150
200 mm dia. pipe
1
3480
3480
250 mm dia. pipe
1
5030
5030
300 mm dia. pipe
1
7710
7710
350 mm dia. Pipe
1
9635
9635
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.
-
-
-
40mm thick with 20 mm nominal size stone aggregate.
1
510
510.25
50 mm thick with 20mm nominal size stone aggregate.
1
562
562.15
Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturers) of 1st quality conforming to IS: 15622 of approved make, laid on 20 mm thick bed of cement mortar 1: 4 ( 1 cement : 4 coarse sand) including skirting in vertical & pointing the joints with white cement and matching pigment etc., complete
-
-
-
In colour such as White, Ivory, Grey, Fume, Red Brown (as dirrected by the engineer incharge)
1
1107
1107.65
Flooring with marble stone of specified thickness as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement:4 coarse sand) laid and jointed with grey cement slurry including skirting in vertical, rubbing, polishing and curing complete with:
-
-
-
Makrana White Second quality (16mm)
1
3316
3316.05
Extra for pre finished nosing to treads of steps of marble stone
1
553
553.7
Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 meter.
1
644
644.25
Providing & fixing of PVC under drainage laterals with specifications conforming to IS-4985 & IS-15801, 8mm thick fabricated out of approved make with nominal dia of 9mm perforations as per design of bed provided at 60 degrees along with PVC Tees,bends,traps and end caps grouted in concrete, the pressure rating of 10kg/sq cm
-
-
-
50 mm dia
1
530
530
65 mm dia
1
1110
1110
75 mm dia
1
1420
1420
100 mm dia
1
1990
1990
Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of Engineer-in-Charge.20 mm dia and 225mm length
1
189
189.65
Providing & fixing of 0.63mm thick PGI sheets at construction joints including all leads and lifts complete job as directed by Engineer-in-charge
1
800
800
Providing & fitting of lighting points as per site requirement in 1.5 mm² multistranded single core 1100 volts, pvc insulated copper conductor through pvc conduit pipe by way of p / f of pearl or non-ploy carbonate angle holders , pvc gang box, switches, socket modules , regulators ,indicators, 08/10 watt LED lamps Surface light Make (/Havells/Phillips/GM/syska). Make items Anchor, klick, S S K, Indo Asian, Philips, Havells .Included is cost on account of modular switch boards with the wooden frames as per site requirements
1
1600
1600
Providing fitting of heating points in 2.5mm² multistranded single core 1100 volts, pvc insulated copper conductor through pvc conduit by way of p / f of 15 Amp switches, 6 pin socket on modular fitting of Anchor, Philips, GM ,make as per site requirements. Heating points are to be connected from main control panel. All accessories required is to be provided by the firm.
1
2100
2100
Providing, Laying and Fitting HDPE pipe conforming to IS 4984: 1995 with latest amendments and conveying to work site including loading and unloading at both destinations and rolling, lowering into the trenches, laying true to line and jointing of pipes and specials by electro fusion welding as per standard procedure and guidlines, including encasing the pipe around to a depth not less than 15 cms with soft earth or selected earth available from the excavation etc., complete giving hyduralic test as per relevant ISI with all leads and lifts including testing commissioning. the rate is inclusive of required specials and fittings etc (Couplers, Tee, Reducer, Bend, End Caps conforming with BS EN12201: Part-3)wherever required complete (Contractor will make own arrangements for procuring water for testing) HDPE pipe PE100, PN16
-
-
-
140mmø
1
875
875
110mmø
1
586
586.15
90mm ø
1
403
403.9
75mm ø
1
291
291
63mm ø
1
217
217.8
50mm ø
1
139
139.2
40mm ø
1
91
91.9
25mm ø
1
44
44.1
20mm ø
1
44
44.1
Manufacturing, supply and delivery of DI D/F Resilient Seated Sluice Valve of pipe with body and bonnet of Ductile cast iron of grade GGG-40, wedge with fully encapsulated EPDM rubber W-270 (approved for drinking water)/WRAS and seals of NBR/EPDM. The valves should be with replaceable stem nut and replaceable sliding shoes. Valve stems shall be of single piece thread rolled. Valve shall have 3 O rings of NBR/EPDM for Stem sealing. Gate valve shall be compatible for burried applications without valve chamber with necessary precautions. Face-to-face dimensions as per EN 558 and operating torque flange connections as per EN1092-2, Maximum Valve should be at least 40% less than the torque as stated in the standard EN 1074. Electrostatic epoxy powder/liquid coating (EP-P) inside and outside color blue RAL 5005 with minimum coating thickness of 250 microns. The EPDM rubber & Epoxy Powder should be approved by W 270/WRAS. (EP-Pà it is a resi-coat powder approved for drinking water application, applied through fusion bonding technology process by dipping the shot-blasted casted components heated up to 200 deg
-
-
-
140 mm ø
1
18000
18000
110 mm ø
1
15000
15000
90 mm ø
1
12000
12000
Providing and making MDPE Pre insulated MDPE PIPE consumer service connection on HDPE/Gl pipe with the help of electro fusion machine or compression fitting G.I/HDPE specials like electrofusion Tee, double compression elbow , female threaded adopter with metal 200.00 insert, Service saddle, reducer etc complete. The rate include labour, required for fitting, complete job. 20mm dia. Pre Insulated HDPE consumer connections by Compression fitting from HDPE pipe (50mm to 25mm) dia.
1
2100
2100
P/S and Installation of 15 mm CP brass Providing, Supplying & Installation of 15 mm C.P. brass tap with all specials & fittings required for connecting tap to MDPE pipe with all leads and lifts and as directed by the Engineer in charge of the work complete jobap with all specials and fittings required for connecting tap to MDPE pipe with all leads and lifts
1
310
310
Boring, providing and installing bored cast-in-situ reinforced cement concrete pile of specified grade concrete mix, diameter and length below the pile cap,to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embeded in the pile cap etc. all complete including removal of excavated earth with all lifts and leads(Length of pile for payment Shall be measured from top of shoe to the bottom of pile cap) 21.2.1 By percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete.
-
-
-
450 mm dia piles
-
-
-
M-25
1
1941
1941.9
M-30
1
1957
1957.55
M-35
1
1973
1973.3
500 mm dia piles
-
-
-
M-25
1
2275
2275.5
M-30
1
2294
2294.8
M-35
1
2314
2314.25
600 mm dia piles
-
-
-
M-25
1
3095
3095.25
M-30
1
3123
3123.1
M-35
1
3151
3151.1
750 mm dia piles
-
-
-
M-25
1
4693
4693.95
M-30
1
4737
4737.4
M-35
1
4781
4781.1
Vertical load testing of piles in accordance with IS 2911 (PartIV) including installation of loading platform by Kentledge/Anchor pile method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer-in-Charge. 21.6.1 Single pile upto 50 tonne safe capacity
-
-
-
Initial test (Test Load 2.5 times the safe capacity)
1
159533
159533
Routine test (Test Load 1.5 times the safe capacity)
1
175486
175486.6
Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. (Chipping of Pile Heads)
1
2516
2516.85
Providing & fixing ventilator of size 450mm x 450mm made out of angle iron 40mm x 40mm with wire mesh of 25mm x 25mm size including welding charges & inlcuding all carriages upto site of work.
1
1500
1500
Providing and Placing in position suitable PVC water stops conforming to IS : 12200 for construction / expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete.
-
-
-
Serrated with central bulb (225 mm wide, 8-11mm thick)
1
283
283.25
Dumb bell with central bulb (180mm wide, 8mm thick)
1
229
229.75
Kickers (320mm wide, 5mm thick)
1
229
229.75
Supply, installation, testing and commissioning of Advanced Maintenance Free environment friendly Earthing system consisting of 1 no. of 3mtr length, 17.2 mm dia UL certified earth electrode made of high tensile low carbon steel circular rods, molecularly bonded copper on outer surface (minimum copper bonding thickness-250 microns) with GI terminals to connect incoming strips, (Environment friendly backfill compound duly certified as per ANSI/NSF standard 60/Toxic content certificate as safe for use near potable ground water resources strictly as per specification enclosed. Make- SHREE ELECTRODES/OBO BETTERMANN/ERICO(2 Nos UPS and 4 Nos Main L.T Panel/2 Nos Fire Fighting Panel)
1
15800
15800
Earth pit chamber (300mm x 300mm) with CI cover for the above.
-
-
-
Providing and Fixing 25 mm x 5 mm Copper Strip in 40 mm dia. G.I Pipe FRL Earth Electrode including connection with Brass nut ,bolt, spring, washer, excavation and refilling etc. as required.
1
1224
1224
Supply, installation, testing and commissioning of lightening conductor made of 25 mm dia 300 mm long copper tube having single prong at top with base plate.
1
1500
1500
Providing and fixing of ISI marked double flanged NRV including c/o nuts, bolts RI cloth ,tail pieces and all sorts of carriage upto site of work complete job ( W/o, Supply & Over flow) 80mm
1
10000
10000
Providing and fixing of ISI marked double flanged NRV including c/o nuts, bolts RI cloth ,tail pieces and all sorts of carriage upto site of work complete job ( W/o, Supply & Over flow) 100mm
1
12000
12000
Providing and fixing of ISI marked double flanged NRV including c/o nuts, bolts RI cloth ,tail pieces and all sorts of carriage upto site of work complete job ( W/o, Supply & Over flow) 150mm
1
15000
15000
Providing and fixing of ISI marked double flanged NRV including c/o nuts, bolts RI cloth ,tail pieces and all sorts of carriage upto site of work complete job ( W/o, Supply & Over flow) 200mm
1
18000
18000
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.
-
-
-
All works upto plinth level
1
8021
8021.1
All works above plinth level upto floor V level
1
9412
9412.05
Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately.
5.35.1 Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum)
1
98
98.8
Extra for R.C.C./B.M.C./R.M.C. work above floor V level for each four floors or part thereof.
1
280
280.95
Add or deduct for using more or less cement in the items of design mix over and above the specified cement content therein.
1
941
941
Carriage of materials by mechanical transport including loading, unloading, stacking of materials - SAND:
-
-
-
3 km
1
165
165.84
4 km
1
183
183.58
5 Km
1
200
200.74
Beyond 5 km upto 10 km per km
1
15
15.66
Beyond 10 km upto 20 km per km
1
13
13.09
Beyond 20 km per additional km
1
11
11.04
Carriage of materials by mechanical transport including loading, unloading, stacking of materials - Aggregate Below 40mm :
-
-
-
3 km
1
165
165.84
4 km
1
183
183.58
5 km
1
200
200.74
Beyond 5 km upto 10 km per km
1
15
15.66
Beyond 10 km upto 20 km per km
1
13
13.09
Beyond 20 km per additional km
1
11
11.04
Carriage of materials by mechanical transport including loading, unloading, stacking of materials - Aggregate 40mm and above :
-
-
-
3 km
1
180
180.26
4 km
1
199
199.55
5 Km
1
218
218.19
Beyond 5 km upto 10 km per km
1
17
17.03
Beyond 10 km upto 20 km per km
1
14
14.23
Beyond 20 km per additional km
1
12
12
Carriage of materials by mechanical transport including loading, unloading, stacking of materials - Stone Soling :
-
-
-
3 km
1
195
195.1
4 km
1
215
215.9
5 Km
1
236
236.16
Beyond 5 km upto 10 km per km
1
18
18.43
Beyond 10 km upto 20 km per km
1
15
15.4
Beyond 20 km per additional km
1
12
12.98
Carriage of materials by mechanical transport including loading, unloading, stacking of materials - Steel/ CGI Sheets:
-
-
-
3 km
1
147
147.41
4 km
1
163
163.19
5 Km
1
178
178.43
Beyond 5 km upto 10 km per km
1
13
13.92
Beyond 10 km upto 20 km per km
1
11
11.63
Beyond 20 km per additional km
1
9
9.81
Carriage of materials by mechanical transport including loading, unloading, stacking of materials - Earth:
-
-
-
3 km
1
207
207.3
4 km
1
229
229.48
5 Km
1
250
250.92
Beyond 5 km upto 10 km per km
1
19
19.58
Beyond 10 km upto 20 km per km
1
16
16.36
Beyond 20 km per additional km
1
13
13.8
Carriage of materials by mechanical transport including loading, unloading, stacking of materials - Cement:
-
-
-
3 km
1
147
147.41
4 km
1
163
163.19
5 Km
1
178
178.43
Beyond 5 km upto 10 km per km
1
13
13.92
Beyond 10 km upto 20 km per km
1
11
11.63
Beyond 20 km per additional km
1
9
9.81
Carriage of materials by manual means including loading, unloading, stacking of materials- (Sand)
-
-
-
Ist 50m
1
200
200.67
Beyond Ist 50m
1
43
43.69
Carriage of materials by manual means including loading, unloading, stacking of materials- Aggregate Below 40mm
-
-
-
Ist 50m
1
200
200.67
Beyond Ist 50m
1
43
43.69
Carriage of materials by manual means including loading, unloading, stacking of materials- Aggregate 40mm and Above
-
-
-
Ist 50m
1
216
216.94
Beyond Ist 50m
1
47
47.23
Carriage of materials by manual means including loading, unloading, stacking of materials- Stone Soling
-
-
-
Ist 50m
1
236
236.08
Beyond Ist 50m
1
51
51.4
Carriage of materials by manual means including loading, unloading, stacking of materials- Steel/CGI Sheets
-
-
-
Ist 50m
1
249
249.61
Beyond Ist 50m
1
36
36.63
Carriage of materials by manual means including loading, unloading, stacking of materials- Earth
-
-
-
Ist 50m
1
200
200.67
Beyond Ist 50m
1
43
43.69
Carriage of materials by manual means including loading, unloading, stacking of materials- Cement
-
-
-
Ist 50m
1
146
146.51
Beyond Ist 50m
1
21
21.5
Providing of Structural design of 0.45 lac Gallon OHT from reputed structural consultants as per the latest IS code applicable to water retaining structures (the desing needs to be approved from the competent authority.
1
30000
30000
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