Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Eprocure
Opening Date2 Dec 2024
Closing Soon9 Dec 2024
Tender Amount₹ 2,46,29,000
Costs
EMD
₹ 4,92,580Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PHE_266400_1Tender No
enit 58 of 2024-25Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://http://jkphedwaterbilling.com/
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Documents
Construction of 03 No. Dug well, 02 No. of 3000 GPH capacity, 01 No. of 2000 GPH capacity Slow Sand Filtration Plant, under WSS Thein(JJM)
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
412.95
75
31177.73
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
357.45
113
40481.21
Extra for every additional lift of 1.5mtr or part thereof in excavation/banking excavated or stacked material
986.88
81
80578.75
2nd lift
818.4
163
133644.72
3rd lift
664.74
244
162828.06
4th lift
528.03
326
172454.6
5th lift
406.14
408
165806.66
6th lift
213.12
489
104407.49
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.
434.1
600
260460
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
246.4
1500
369600
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.
49.28
600
29568
Providing and Fixing of 80 mm dia PVC pipe for weep holes.
150
50
7500
Supply of stone (Nallah 225mm nominal size)
2258.28
400
903312
Dumping and filling of stone in Horizontal on level
3444.09
216
745301.08
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.)
41.2
4419
182097.82
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.)
112.2
4943
554649.48
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
47.55
8953
425760.32
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.
279.41
7192
2009530.69
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.
209.03
8457
1767818.97
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.
380.96
101
38743.63
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.
17.82
724
12911.48
2nd lift of 1mtr below sub soil water level upto the centre of gravity of the Qty executed under sub soil water conditions.
35.64
724
25822.96
3rd lift of 1mtr below sub soil water level upto the centre of gravity of the Qty executed under sub soil water conditions.
53.46
724
38734.44
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
44000
79
3487000
Centering and shuttering including strutting, propping etc. And removal of form work for.
Foundation, footing, bases of columns etc. For mass concrete.
200.06
262
52475.74
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.
2968.81
573
1703651.62
Extra for shuttering in circular work
1413
114
162170.01
Centring and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers.
72.75
502
36582.34
Extra for shuttering in circular work
37.5
100
3771.37
Centring and shuttering including strutting, propping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platforms.
367.64
635
233671.98
Edges of slabs and breaks in floors and walls under 20 cm wide
415.34
242
100636.88
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
15
4189
62844
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.
5880
133
783804
12mm thick Cement plaster of mix : 1:4 ( 1 cement : 4 coarse sand)
696.9
260
181228.85
Extra for plastering on circular work not exceeding 6m in radius: In one coat
644.55
34
22140.29
Providing and fixing S.C.I S & S 100mm dia bend.
12
265
3180
Providing and fixing Slotted Cow (Terminal Guard) S.C.I S & S.
12
264
3168
Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm
843.96
91
77475.53
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work
188.7
121
23011.97
Providing and fixing 32mm dia G.I..pipe for ralling
540
298
161001
Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc.
80mmφ(M)
180
840
151200
Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc.
100mmφ(M)
60
1234
74097
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)
6
4597
27587.1
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)
24
3937
94504.8
.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 35Km
326.6
479
156578.57
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 1000mtr H.L
326.6
937
306213.63
.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 35km
610.35
479
292614
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 1000mtr H.L
610.35
937
572251.95
.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 35Km
258.25
426
110063.57
.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 1000mtr
258.55
400
103523.42
.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 35Km
40.87
426
17418.39
.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 1000mtr
40.87
860
35153.1
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 10Km
3321
287
954189.72
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 1000mtr
3321
1102
3662996.58
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 35Km
16.2
1278
20713.48
Carriage of Brick from dumping place (to be identified by engineer in charge) by H.L to site of work including loading and unloading for an average distance of 1000mtr
16.2
1750
28352.11
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 35Km
402
349
140627.64
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 1000mtr.
402
937
376907.16
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 350Km.
229.6
3201
734954.19
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 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 1000mtr.
229.6
937
215268.37
Carriage of filter media 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.by Mechanical transport from source (to be identified by engineer in charge) to site of work / dumping place including loading and unloading for an average distance of 35Km
31.5
349
11019.33
Carriage of filter media 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 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 1000mtr
31.5
937
29533.77
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