Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Excavation
Eprocure
Opening Date19 Jul 2024
Closing Date26 Jul 2024
Tender Amount₹ 86,87,000
Costs
EMD
₹ 1,73,740Document Cost
₹ 1,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PHE_253557_1Bid Award Id
ViewTender No
enit 24 of 2024-25Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://http://jkphedwaterbilling.com/
GEM & Bid Advisory Services
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Documents
Construction of 01 No. Dug well, 01 No. of 4000 GPH capacity Slow Sand Filtration Plant under WSS Najote (JJM)
BOQ Items
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2nd lift of 1 mtr below sub soil water level upto the centre of gravity of the Qty executed under sub soil water conditions.per mtr depth
137.65
10392
75.5
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3rd lift of 1 mtr below sub soil water level upto the centre of gravity of the Qty executed under sub soil water conditions.per mtr depth
119.15
13493
113.25
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Extra for every additional lift of 1.5mtr or part thereof in excavation/banking excavated or stacked material
328.96
26859
81.65
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2nd lift
272.8
44548
163.3
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3rd lift
221.58
54276
244.95
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4th lift
176.01
57484
326.6
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5th lift
135.38
55268
408.25
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6th lift
71.04
34802
489.9
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Supply,placing and filling of graded filter media i:e gravel of nallah (6 mm to 60 mm aggregate size including grading and filiing of filter media in layers for Dug wells.
144.7
86820
600
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Supply and placing in position of filter sand consisting of inert and durable sand grains free of clay, loams and orgamioc matter of effective size of 0.25 mm to 0.35mm with uniform coefficient of 3.0 -5.0 from Ganderbal Kashmir for slow sand filteration plant
121.65
182475
1500
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Providing, stacking and Filling of graded stone agg. (Filter Media) of size 1.0 -1.5mm, 4-6mm, 15-25mm in four layers (Nallah) including carriage from source to be indentified by Engineer Incharge for slow sand filteration plant.
24.33
14598
600
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Providing and Fixing of 80 mm dia PVC pipe for weep holes.
50
2500
50
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Supply of stone (Nallah 225mm nominal size)
752.76
301104
400
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Dumping and filling of stone in Horizontal on level
1148.03
248433
216.4
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Providing and laying in position cement concrete of 1:4:8 mix (1 cement 4 coarse sand 8 graded stone agg. 40 mm nominal size) excl. cost of centring and shuttering all work up to plinth level (using crushed stone agg.)
18.84
83269
4419.85
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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 upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) (using crushed stone agg.)
54.51
269464
4943.4
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Reinforced cement concrete work in beams, suspended floors, roof having slope up to landings,balconies,shelves,chajjas,lintels,bands plain window sills, stair case and spiral stair cases up to floor V-level excluding the cost of centring, shuttering, finishing and reinforcement with 1: 1½:3 (1 cement:1½ course sand :3 graded stone aggregate 20mm nominal
15.85
141920
8953.95
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Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified gfrade for reinforced cement concrete work including pumping of R.M.C from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of 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 the Engineer-in-charge. All wprk 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.
105.9
761638
7192.05
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Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work weigh batched, using cement content as per approved design mix using weigh batcher attached with concrete mixer with or without hopper at site of work as per mix design of specified gfrade for reinforced cement concrete work including pumping of R.M.C from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of 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 the Engineer-in-charge. 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.
67.12
567650
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.
98.22
9988
101.7
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Extra for laying reinforced cement concrete in or under water and/or liquid mud, including cost of pumping out water or bailing out water and removing slushetc complete as required(The extra percentage rate is applicable in respect of each item but limited to quantaties of work executed in these difficult conditions . The unit namely ,meter depth to be considered for payment shall be the depth measured from the sub soil water level uptothe center of gravity of the quantity executed in difficultconditions. The depth shall be reckoned correct to 0.1 meter, 0.05 meteror more shallbe taken as 0.1meter and less than 0.05 meter ignored.
1st lift of 1mtr below sub soil water level upto the centre of gravity of the Qty executed under sub soil water conditions.
5.94
4303
724.55
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2nd lift of 1mtr below sub soil water level upto the centre of gravity of the Qty executed under sub soil water conditions.
11.88
8607
724.55
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3rd lift of 1mtr below sub soil water level upto the centre of gravity of the Qty executed under sub soil water conditions.
17.82
12911
724.55
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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
18763
1486967
79.25
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Centering and shuttering including strutting, propping etc. And removal of form work for.
Foundation, footing, bases of columns etc. For mass concrete.
22.55
5914
262.3
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Centering and shuttering including strutting, propping etc. And removal of form work for. Walls ( any thickness) including attached pilasters, buttresses, plinth and string courses etc.
1074.28
616475
573.85
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Extra for shuttering in circular work
471
54056
114.77
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Centring and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers.
24.25
12194
502.85
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Extra for shuttering in circular work
12.5
1257
100.57
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Centring and shuttering including strutting, propping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platforms.
134.68
85602
635.6
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Edges of slabs and breaks in floors and walls under 20 cm wide
159.46
38637
242.3
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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 flats 30x6mm for diagonal braces and central cross piece
5
20948
4189.6
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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.
2068.5
275731
133.3
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12mm thick Cement plaster of mix : 1:4 ( 1 cement : 4 coarse sand)
232.3
60409
260.05
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Extra for plastering on circular work not exceeding 6m in radius: In one coat
214.85
7380
34.35
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Providing and fixing S.C.I S & S 100mm dia bend.
4
1060
265
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Providing and fixing Slotted Cow (Terminal Guard) S.C.I S & S.
4
1056
264
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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
291.44
26754
91.8
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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
65.6
7999
121.95
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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.
50
9935
198.7
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Providing and fixing 32mm dia G.I..pipe for ralling
190
56648
298.15
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Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc.
80mmφ(M)
60
50400
840
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Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc.
100mmφ(M)
20
24699
1234.95
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Providing and fixing100 mm dia C.I. sluice valves /Chak Valves as per specification (IS:14846) for control purpose in proposed pipe of following dia including jointing material (bolts, nuts, gaskets, washers, rubber insertious etc.) complete including testing 1.6 Mpa (16Kg/Cm2)
2
9195
4597.85
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Providing and fixing 80mm dia C.I. sluice valves /Chak Valves as per specification (IS:14846) for control purpose in proposed pipe of following dia including jointing material (bolts, nuts, gaskets, washers, rubber insertious etc.) complete including testing 1.6 Mpa (16Kg/Cm2)
8
31501
3937.7
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Carriage of Sand by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 25Km & 800 mtrs Head Load
132.76
155546
1171.64
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.Carriage of stone aggregate (Crushed) upto 20 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. 25Km & 800 mtrs Head Load
228.88
268164
1171.64
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.Carriage of cement by Mechanical Transport from nearest market (to be identified by engineer in charge) to road side of work including cost for loading and unloading.for an av. distance of 10Km & 800 mtrs Head Load
104.92
58288
555.55
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.Carriage of Steel by Mechanical Transport from nearest market (to be identified by engineer in charge) to road side of work including cost for loading and unloading.for an av. distance of 25Km & 800 mtrs Head Load
18.76
22932
1222.44
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Carriage of Soling stone/ boulders by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an 05Km & 800 mtrs Head Load
1107
1247589
1127
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Carriage of Brick from brich klin (to be identified by engineer in charge) by Mechanical Transport to site of work including cost for loading and unloading.for an av. distance of 30Km & 800 mtrs Head Load
6.4
17484
2732.02
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Carriage of filter media Nallah 6-60mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 25Km & 1000 mtrs Head Load
168.83
197807
1171.64
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Carriage of filter sand consisting of inert and durable sand grains frees of clay, loams and orgamioc matter of effective size of 0.25 mm to 0.35mm with uniform coefficient of 3.0 -5.0 (Ganderbal Kashmir sand )for slow sand filteration plant for an average distance of 300Km & 800 mtrs Head Load
121.6
431393
3547.64
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