Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date13 Mar 2024
Closing Date23 Mar 2024
Tender Amount₹ 79,00,000
Costs
EMD
₹ 2,37,000Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PHE_247030_1Tender No
NIT 43 OF 2023-24Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://http://jkphedwaterbilling.com/
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Documents
BOQ Items
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
539
539.35
Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.
1
155
155.55
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 3 m
1
247
247.75
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
1871
1871.49
M-30
1
1889
1889.25
M-35
1
1907
1907.02
500 mm dia piles
-
-
-
M-25
1
2185
2185.21
M-30
1
2207
2207.15
M-35
1
2229
2229.1
600 mm dia piles
-
-
-
M-25
1
2977
2977.21
M-30
1
3008
3008.83
M-35
1
3040
3040.4
750 mm dia piles
-
-
-
M-25
1
4572
4572.32
M-30
1
4621
4621.71
M-35
1
4671
4671.04
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
53517
53517.5
Routine test (Test Load 1.5 times the safe capacity)
1
20069
20069.05
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
2289
2289.25
Providing and laying 75 mm size hand packed stone solling (Quarry) 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:
-
-
-
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
1
4861
4861.84
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
7800
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)
1
9408
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)
1
9849
9849.35
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
9036
9036.39
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
10404
10404.52
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
9600
9600.64
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
7911
7911.26
All works above plinth level upto floor V level
1
9302
9302.98
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
111
111.87
Extra for R.C.C./B.M.C./R.M.C. work above floor V level for each four floors or part thereof.
1
309
309.05
Add or deduct for using more or less cement in the items of design mix over and above the specified cement content therein.
1
1074
1074.37
Centering and shuttering including strutting, propping etc. and removal of form for:
-
-
-
Foundations, footings, bases of columns etc. for mass concrete.
1
262
262.3
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
1
573
573.85
Suspended floors, roofs, landings, balconies and access platforms.
1
635
635.6
Lintel, beams, plinth beams, girders, bressumers and cantilevers.
1
502
502.85
Columns, pillars, piers, abutments, posts and struts.
1
680
680.15
Stairs (excluding landings) except spiral staircases.
1
807
807.5
Spiral staircases (including landings)
1
619
619.8
Arches, domes, vaults upto 6 m span
1
2086
2086.8
Extra for arches, domes, vaults exceeding 6 m span
1
1008
1008.45
Chimney and shafts
1
573
573.85
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
242
242.3
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
267
267.6
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
57
57.9
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
1
1136
1136.15
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
87
87.18
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 plinth level.
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more.
1
87
87.18
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
343
343.75
1 : 4 ( 1 cement : 4 fine sand)
1
325
325.45
6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand)
1
221
221.5
Extra for plastering exterior walls of the height more than 10m from ground level for every additional height of 3m or part thereof.
1
65
65.05
Extra for plastering
-
-
-
Spherical Ceiling
1
128
128.2
Groined ceiling
1
139
139.1
Flewing Soffits
1
84
84.55
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
91
91.8
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
198
198.7
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
4352
4352.95
Using flats 30x6mm for diagonal braces and central cross piece.
1
4189
4189.6
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
114
114.68
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
1
146
146.63
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
172
172.9
E.R.W. tubes
1
166
166.05
G.I. pipes
1
174
174.25
Providing and fixing G.I. pipes (B medium) complete with G.I. fittings excluding trenching and refilling etc. (external work)for rising main and delivery main of OHT.
-
-
-
15 mm dia. nominal bore
1
163
163.55
20 mm dia. nominal bore
1
204
204.45
25 mm dia. nominal bore
1
298
298.15
32 mm dia. nominal bore
1
360
360.9
40 mm dia. nominal bore
1
418
418.8
50 mm dia. nominal bore
1
559
559.35
65 mm dia. nominal bore
1
711
711.7
80 mm dia. nominal bore
1
840
840
100 mm dia. nominal bore
1
1234
1234.95
150 mm dia. nominal bore
1
2167
2167.65
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).
-
-
-
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 8mm or 10mm 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
7823
7823.7
Over 300 mm dia.
1
8225
8225.1
Providing and fixing of MS flanged joints (8mm to 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
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
281
281.85
Dumb bell with central bulb (180mm wide, 8mm thick)
1
228
228.3
Kickers (320mm wide, 5mm thick)
1
261
261.75
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
Carriage of materials by mechanical transport including loading, unloading, stacking of materials - SAND:
-
-
-
3 km
1
172
172.59
4 km
1
189
189.75
5 Km
1
206
206.28
Beyond 5 km upto 10 km per km
1
14
14.92
Beyond 10 km upto 20 km per km
1
12
12.14
Beyond 20 km per additional km
1
9
9.94
Carriage of materials by mechanical transport including loading, unloading, stacking of materials - Aggregate Below 40mm :
-
-
-
3 km
1
172
172.59
4 km
1
189
189.75
5 km
1
206
206.28
Beyond 5 km upto 10 km per km
1
14
14.92
Beyond 10 km upto 20 km per km
1
12
12.14
Beyond 20 km per additional km
1
9
9.94
Carriage of materials by mechanical transport including loading, unloading, stacking of materials - Aggregate 40mm and above :
-
-
-
3 km
1
187
187.6
4 km
1
206
206.25
5 Km
1
224
224.2
Beyond 5 km upto 10 km per km
1
16
16.22
Beyond 10 km upto 20 km per km
1
13
13.2
Beyond 20 km per additional km
1
10
10.76
Carriage of materials by mechanical transport including loading, unloading, stacking of materials - Stone Soling :
-
-
-
3 km
1
203
203.06
4 km
1
223
223.24
5 Km
1
242
242.67
Beyond 5 km upto 10 km per km
1
17
17.55
Beyond 10 km upto 20 km per km
1
14
14.28
Beyond 20 km per additional km
1
11
11.7
Carriage of materials by mechanical transport including loading, unloading, stacking of materials - Steel/ CGI Sheets:
-
-
-
3 km
1
153
153.42
4 km
1
168
168.67
5 Km
1
183
183.36
Beyond 5 km upto 10 km per km
1
13
13.26
Beyond 10 km upto 20 km per km
1
10
10.8
Beyond 20 km per additional km
1
8
8.83
Carriage of materials by mechanical transport including loading, unloading, stacking of materials - Earth:
-
-
-
3 km
1
215
215.74
4 km
1
237
237.19
5 Km
1
257
257.84
Beyond 5 km upto 10 km per km
1
18
18.64
Beyond 10 km upto 20 km per km
1
15
15.18
Beyond 20 km per additional km
1
12
12.42
Carriage of materials by mechanical transport including loading, unloading, stacking of materials - Cement:
-
-
-
3 km
1
153
153.42
4 km
1
168
168.67
5 Km
1
183
183.36
Beyond 5 km upto 10 km per km
1
13
13.26
Beyond 10 km upto 20 km per km
1
10
10.8
Beyond 20 km per additional km
1
8
8.83
Carriage of materials by manual means including loading, unloading, stacking of materials- (Sand)
-
-
-
Ist 50m
1
209
209.9
Beyond Ist 50m
1
45
45.7
Carriage of materials by manual means including loading, unloading, stacking of materials- Aggregate Below 40mm
-
-
-
Ist 50m
1
209
209.9
Beyond Ist 50m
1
45
45.7
Carriage of materials by manual means including loading, unloading, stacking of materials- Aggregate 40mm and Above
-
-
-
Ist 50m
1
226
226.92
Beyond Ist 50m
1
49
49.4
Carriage of materials by manual means including loading, unloading, stacking of materials- Stone Soling
-
-
-
Ist 50m
1
246
246.94
Beyond Ist 50m
1
53
53.76
Carriage of materials by manual means including loading, unloading, stacking of materials- Steel/CGI Sheets
-
-
-
Ist 50m
1
261
261.1
Beyond Ist 50m
1
38
38.32
Carriage of materials by manual means including loading, unloading, stacking of materials- Earth
-
-
-
Ist 50m
1
209
209.9
Beyond Ist 50m
1
45
45.7
Carriage of materials by manual means including loading, unloading, stacking of materials- Cement
-
-
-
Ist 50m
1
121
121.57
Beyond Ist 50m
1
17
17.84
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
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