Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date6 Dec 2022
Closing Date7 Dec 2022
Tender Amount₹ 69,04,000
Costs
EMD
₹ 50,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_PHE_195104_26Tender No
E-NIT NO. 256 OF 2022-23Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://http://jkphedwaterbilling.com/
GEM & Bid Advisory Services
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BOQ Items
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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level with 1:4:8 (1 cement : 4 Sand : graded stone agg. upto 40mm niminal size)
14.73
-
4419.85
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Dry stone pitching (any thickness) excluding cost of stones on horizontal
29.47
-
486.8
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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level with 1:3:6 (1 cement : 3 Sand : graded stone agg. upto 20mm niminal size)
11.05
-
4943.4
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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..All works upto plinth level
Note: - Minimum cement content considered is @ 330 kg/ cum. Any quantity less than 330 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix.
112.7
-
7192.05
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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. All works above plinth level upto floor V level
Note: - Minimum cement content considered is @ 330 kg/ cum. Any quantity less than 330 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix.
118
-
8457.25
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Extra for providing richer mixes at all floor levels. Providing M-30 grade concrete instead of M-25 grade BMC/RMC. Note: - Minimum cement content considered is @ 340 kg/ cum. Any quantity less than 340 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix.
230.7
-
101.7
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Reinforcement cement concrete work in Arches, arch ribs, domes, vaults shells, folded plate and roofs having slope more than 15° up to floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with 1:1½:3 (1cement : 1½ coarse sand: 3 graded stone aggregate 20mm nominal size)
8.28
-
9458.65
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Centering and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns etc for mass concrete .
22.3
-
262.3
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Extra for shuttering in circular works
22.3
-
52.46
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Centering and shuttering including strutting, propping etc and removal of form work for Columns, pillars,piers,abbutmentsts and struts.
215.18
-
680.15
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Centering and shuttering including strutting, propping etc and removal of form work for Lintels Beams, plinth beams, girders , bresssumers and cantilevers.
130.12
-
502.85
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Centering and shuttering including strutting, propping etc. and removal of form for: Arches, domes, vaults up to 6 m span.
96.34
-
2086.8
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Centering and shuttering including strutting, propping etc. and removal of form for: Arches, domes, vaults up to 6 m span.
69.02
-
1008.45
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Centering and shuttering including strutting, propping etc and removal of form work for Walls (any thickness) including pilasters, butresses,plinth and string courses etc.
392.19
-
573.85
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Extra for shuttering in circular works
392.19
-
114.77
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Centering and shuttering including strutting, propping etc and removal of form for Suspended floors, roofs, landings, balconies and access platforms.
140.02
-
635.6
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Extra for shuttering in circular works
32.03
-
127.12
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Centering and shuttering including strutting, propping etc. and removal of form for edges of slabs and breaks in floors and walls under 20 cm wide
175.5
-
242.3
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Extra for Reinforced cement concrete work in super structure above floor V level for each four floor or part thereof
65.88
-
280.95
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Extra for additional height in centering and shuttering for every additional height of 1 meter or part thereof above 3 meter (plan area to be measured)
-
-
-
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Lift 1
10.87
-
267.6
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Lift 2&3
2.43
-
802.8
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Lift 4
8.44
-
1070.4
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Lift 5&6
2.43
-
1338
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Lift 7
8.44
-
1873.2
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Lift 8&9
2.43
-
2140.8
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Lift 10
8.44
-
2676
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Lift 11 &12
9.43
-
3211.2
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Lift 13 &14
3.87
-
3746.4
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Lift 15
1.44
-
4014
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Lift 16
31.4
-
4281.6
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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)
9.1
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6183.75
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Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level up to floor v level
9.1
-
1323.65
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12 mm cement plaster fix with a floating coat of neat cement of mix 1:3 ( 1 cement : 3 coarse sand)
227.19
-
343.75
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12mm thick Cement plaster or rough side of single or half brick wall of mix : 1:4 ( 1 cement : 4 coarse sand)
150.07
-
260.05
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Extra for plastering on circular works
227.19
-
34.35
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Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo -Mechanically Treated bars of grade Fe-500 or more
26200
-
79.25
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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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
1787.19
-
133.3
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Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm 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 flats 30x6mm for diagonal braces and central cross piece.
3.68
-
4189.6
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Providing and fixing G.I. pipes complete 32 mm dia. nominal bore including welding for railing works
150
-
298.15
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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)
410
-
57.9
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Providing and laying Vitrified 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 brand & manufacturer, in all colours and shades, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).Size of tile 600x600 mm
26.27
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1728.65
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Supply of stones
25.05
-
400
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work
67.69
-
121.95
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Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm
852.88
-
91.8
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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 up to 50 m and lift up to 1.5 m.
234.57
-
198.7
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Providing and laying Double Flanged (Screwed/ Welded) Centrifugally
(Spun) Ductile Iron Pipes of Class K-9 conforming to IS : 8329
100
-
1525.25
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Providing and laying D.I. Specials of Class K-12 suitable for mechanical jointing as per IS Upto600 mm dia
7
-
17925.15
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Providing & fixing CI Double Flanged manually operated Sluice Valve (with cap wheels) as per specifications (IS:14846) for control purpose in proposed pipe of following dia including jointing material (bolts, nuts, gaskets, washers, rubber insertions etc.) complete including testing. 1.6 MPa(16 kg/cm2) 100 mm dia
5
-
4597.85
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Providing and fixing S.C.I. S & S 100 mm dia bend
8
-
265
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Providing and fixing100 mm Slotted Cowl (Terminal Guard)S C.I. S & S
8
-
264
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Providing and fixing of lightning conductor complete job along with fixing of Aluminum strips and earthling which includes digging of a pit in the earth which should not be less than 3m (10ft) from the ground level . A plate made up of Aluminium with dimensions 60cm x 60cm x 3.18mm is buried vertical in the earth (earth pit) which should not be less than 3m (10ft) from the ground level and connecting aluminium strip of 32mm x 5mm along with nuts and bolts inside the pit with the earthing plate and extending the strip up to the machinery. Put about 30 cm layer of powdered charcoal and salt around the earth plate in alternate layers up to 06 feet . Providing and fitting of 25 mm dia GI pipe for putting water inside the pit to maintain moisture. The job also includes the construction of chamber made of brick masonary with CI cover 45 cm x 45 cm. The job includes the cost of material, labour, transport charges , testing and any other miscellaneous charges.(Note: The distance between the two earth should not be less than 06 mtrs). Complete job as per scope of work in SBD. Earthing and other allied works
1
-
60000
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Supply , installation and commissioning of level transmitter in sump and overhead tanks, Ultrasonic type having range ( 0-8m) with 24-48VDC connections including cabling, conduiting and digital water level indicators as per technical specifications complete
1
-
80000
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Providing & installation of Sign Board of size 8ft x 6ft with angle Iron frame of size 50 x 50 x 6 mm PBI sheet of 1.25mm thickness including painting and writing as directed by Engineer- In- charge. The Job also includes writing with black paint on the storage tank depicting capacity and other feature of the OHT
1
-
14000
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Providing and fitting concealed internal Electrification of room including 4 Nos LED lights, Fan points 2 No., Fuse box 1 No., 2 no 15 Amp sockets with switch, 5 Amp 2 no. sockets with switch - of approved brand and 04 nos LED security lights 30 watts, Main switch with complete wiring, with MS bracket for pole mounting complete including service line up to a length of 10 meters.
1
-
20000
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Carriage of Sand and stone aggregate up to 20mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading. For an av. distance of 45 KM by MT.
360
-
565.82
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Carriage of soling stone by Mechanical Transport from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading. For an av. distance of 45K M by MT.
25.05
-
665.77
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Carriage of Bricks from brick kiln (to be identified by engineer in charge) by Mechanical Transport to site of work /dumping place (To be identified by engineer in charge)including cost for loading and unloading. For an av. distance of 12 KM by MT.
4322.69
-
0.71
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Carriage of Cement from division head quarter by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge)including cost for loading and unloading. For an av. distance of 45 KM by MT.
133.7
-
502.99
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Carriage of steel from division head quarter by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge)including cost for loading and unloading. For an av. distance of 45 KM by MT
26.2
-
502.99
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