Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date5 Jul 2024
Closing Date15 Jul 2024
Tender Amount₹ 42,46,000
Costs
EMD
₹ 50,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PHE_252227_2Bid Award Id
ViewTender No
e-NIT No. 14 of 2024-25Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://http://jkphedwaterbilling.com/
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BOQ Items
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 @ 20% of the rate of item per metre depth
137.64
10391
75.5
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 @ 20% of the rate of item per metre depth
119.14
13492
113.25
Extra for every additional lift of 1.5mtr or part thereof in excavation/banking excavated or stacked material
328.96
26859
81.65
2nd lift
272.8
44548
163.3
3rd lift
221.58
54276
244.95
4th lift
176.01
57484
326.6
5th lift
135.38
55268
408.25
6th
71.04
34802
489.9
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.
144.69
86814
600
Providing and Fixing of 80 mm dia PVC pipe for weep holes.
75
3750
50
Supply of stone (Nallah 225mm nominal size)
1151.95
460780
400
Dumping and filling of stone in Horizontal on level
1134.12
245423
216.4
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.)
28.78
127203
4419.85
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.)
9.62
47555
4943.4
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
6.43
57573
8953.95
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.
4.1
29487
7192.05
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.
40.03
338543
8457.25
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
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
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
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
3100
245675
79.25
Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
17.64
23349
1323.65
Centering and shuttering including strutting, propping etc. And removal of form work for.
Foundation, footing, bases of columns etc. For mass concrete.
61.07
16018
262.3
Extra for shuttering in circular work
61.07
3203
52.46
Walls ( any thickness) including attached pilasters, buttresses, plinth and string courses etc.
401.03
230131
573.85
Extra for shuttering in circular work
401.03
46026
114.77
Centring and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers.
18.22
9161
502.85
Extra for shuttering in circular work
18.22
1832
100.57
Centring and shuttering including strutting, propping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platforms.
28.26
17962
635.6
Edges of slabs and breaks in floors and walls under 20 cm wide
20.09
4867
242.3
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
0.72
3016
4189.6
Cement concrete flooring 1:2:4 (1 cement: 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 20mm nominal size stone aggregate
251.23
116030
461.85
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.
21.6
4291
198.7
Hand packing stone in wire crates excluding cost of crate and stones.
486
164000
337.45
Supply of knitted wire crates
36
288000
8000
.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 105Km
40.78
44214
1084.22
Carriage of Sand by Head load from dumping place (to be identified by engineer in charge) to site of work including loading and unloading. for an average distance of 100mtr
40.78
9063
222.26
.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. distance of 20Km
54.02
18897
349.82
Carriage of stone aggregate upto 20 mm by Head load from dumping place (to be identified by engineer in charge) to site of work including loading and unloading. for an average distance of 100mtr H.L
54.02
12006
222.26
.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 15Km
25.9
6838
264.04
.Carriage of cement by Head Load from road site stacking place (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 100mtr
25.9
3139
121.22
.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 15Km
3.1
818
264.04
.Carriage of Steel by Head Load from road site stacking place (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 100mtr
3.1
807
260.36
Carriage of stone agg. 40mm and above -Km by mechanical transport from nearest source to site of work including cost for loading and unloading & average distance of 20Km.
25.61
9738
380.26
Carriage of Stone aggregate above 40mm (Crushed) by Head load from dumping place (to be identified by engineer in charge) to site of work including loading and unloading. for an average distance of 100mtr
25.61
6153
240.28
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 av. distance of 20Km
1151.95
474050
411.52
Carriage of Soling stone/ boulders by head load from dumping place (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 100mtr
1151.95
301211
261.48
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 20Km
144.69
50615
349.82
Carriage of filter media Nallah 6-60mm by Head load from dumping place (to be identified by engineer in charge) to site of work including loading and unloading. for an average distance of 100mtr.
144.69
32158
222.26
Carriage of Crate by Mechanical Transport from Jammu to road side of work including cost for loading and unloading.for an av. distance of 120Km
2.16
6993
3237.86
Carriage of Crate by head load from stacking place (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 100mtr
2.16
330
152.82
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