Jal Shakti Department Tender
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Jal Shakti Department - PHED Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date15 Mar 2023
Closing Date23 Mar 2023
Tender Amount₹ 1,47,44,000
Costs
EMD
0Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_PHE_208094_4Bid Award Id
ViewTender No
ENIT 57 OF 2022-23Tender Authority
Jal Shakti Department ViewPurchaser Address
-Website
http://jktenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides andramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:
-
-
-
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All kinds of soil :
4484.08
1955058
436
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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.
3701.67
735521
198.7
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Providing and laying hand packed stone soling 50 mm nominal size including filling, spreading, dressing, ramming, all leads lifts and all carriages complete.
47.63
62871
1320
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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:
-
-
-
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1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
29.03
141139
4861.84
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1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
41.85
270568
6465.2
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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with
-
-
-
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1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size
10.92
87317
7996.11
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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
-
-
-
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1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
88.68
691771
7800.76
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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.
-
-
-
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1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
138.5
1303027
9408.14
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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:
-
-
-
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1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
10.03
98788
9849.35
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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:
-
-
-
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1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size
21.37
222344
10404.52
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Centering and shuttering including strutting, propping etc. and removal of form for:
-
-
-
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Foundations, footings, bases of columns etc. for mass concrete.
327.37
85869
262.3
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Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
1149.08
659399
573.85
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Suspended floors, roofs, landings, balconies and access platforms.
43.62
27724
635.6
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Arches, domes, vaults upto 6 m span
97.25
202941
2086.8
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Extra for arches, domes, vaults exceeding 6 m span
50.52
50946
1008.45
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Extra for shuttering in circular work (20% of respective centering and Shuttering items)
-
-
-
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Foundation
52.57
2757
52.46
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Walls
683.79
78478
114.77
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Domes
97.25
40588
417.36
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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)
672
38908
57.9
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete approved make from factory/workshop to construction site including placing in position and binding all complete upto plinth level.
-
-
-
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
23491.52
2234043
95.1
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Providing and fixing M.S. grills/Ornamental of required pattern in frames of windows etc. with M.S. flats, square or round bars etc including priming coat with approved steel primer all complete Fixed to openings / wooden frames with rawl plugs screws etc
2172.48
515898
237.47
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Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.welded
360
40111
111.42
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12mm Cement plaster finished with a floating coat of neat cement of mix:
-
-
-
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1 : 3 ( 1 cement : 3 fine sand)
142.48
53875
378.13
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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/10sqm)
406.44
37311
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
56.64
6907
121.95
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Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work.
-
-
-
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20 mm dia. nominal bore
6500
144820
22.28
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25 mm dia. nominal bore
4000
134880
33.72
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40 mm dia. nominal bore
2000
89760
44.88
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50 mm dia. nominal bore
2500
112200
44.88
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65 mm dia. nominal bore
2630
211346
80.36
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Providing and fixing of MS flanged joints (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.
-
-
-
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80 mm dia. pipe
350
385000
1100
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Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe)
880.07
237715
270.11
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Providing and laying D.I. Specials of Class K-12 suitable for push-on
jointing as per IS : 9523 (Upto 600 mm dia)
17.6
330194
18761.05
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Providing Push on joints to Centrifugally (Spun) Cast iron pipes or Ductile iron pipes including testing of joints and including the cost of rubber gasket.
-
-
-
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150mm dia DI
297
47273
159.17
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125mm dia DI
455
72422
159.17
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Providing & fixing of MS pipes / fittings viz bends of suitable degree, tees, collars etc to be fabricated from 6mm Nominal Size 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.
1050
155211
147.82
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Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete
-
-
-
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25 to 40 mm nominal bore
198
145110
732.88
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50 to 80 mm nominal bore
32
44660
1395.63
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Providing and fixing D.I. sluice valves Class 1 (with cap) complete with rubber insertions, bolts, nuts, extention rod, joint connector, supporting pedestal with base plate, top plate and necessary anchoring bolts etc. (the tail pieces if required will be paid separately). Confirming to IS:14846 read with latest amendments. (if not available in Divisional Stores)
-
-
-
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100 mm dia.
4
68840
17210
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150 mm dia.
10
267200
26720
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) like Zoloto, Unik or like (if not available in divisional Stores)
-
-
-
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80 mm nominal bore
6
54000
9000
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65 mm nominal bore
4
28000
7000
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50 mm nominal bore
12
57600
4800
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40 mm nominal bore
12
48000
4000
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Providing & fixing of 0.63mm thick PGI sheets at construction joints including all leads and lifts complete job as directed by Engineer-in-charge
343
274400
800
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Supply of GI Pipe Specials conforming to IS 1239 (Part-2)
-
-
-
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20 mm dia G.I elbows
65
2535
39
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25 mm dia G.I elbows
40
2160
54
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40 mm dia G.I elbows
20
2300
115
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50 mm dia G.I elbows
25
5125
205
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65 mm dia G.I elbows
26
8372
322
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80 mm dia G.I elbows
10
4320
432
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20 mm to 15 mm G.I. sockets (reducing)
33
792
24
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25 mm to any smaller size G.I. sockets (reducing)
20
600
30
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40 mm to any smaller size G.I. sockets (reducing)
10
550
55
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50 mm to any smaller size G.I. sockets (reducing)
13
1170
90
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15 mm G.I. Tee (equal)
10
320
32
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20 mm G.I. Tee (equal/reducing)
130
7020
54
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25 mm G.I. Tee (equal/reducing)
80
5760
72
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40 mm G.I. Tee (equal/reducing)
40
5800
145
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50 mm G.I. Tee (equal/reducing)
50
11500
230
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65 mm G.I. Tee (equal/reducing)
53
21624
408
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80 mm G.I. Tee (equal/reducing)
20
11440
572
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20 mm nominal bore G.I Unions
65
7475
115
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25 mm nominal bore G.I Unions
40
6000
150
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40 mm nominal bore G.I Unions
20
5340
267
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50 mm nominal bore G.I Unions
25
8600
344
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65 mm nominal bore G.I Unions
26
14274
549
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80 mm nominal bore G.I Unions
10
6340
634
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15 mm G.I Nipple of length 3'', 4'' and 6''
65
1950
30
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20 mm G.I Nipple of length 3'', 4'' and 6''
40
1600
40
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25 mm G.I Nipple of length 3'', 4'' and 6''
20
1200
60
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40 mm G.I Nipple of length 3'', 4'' and 6''
25
2250
90
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50 mm G.I Nipple of length 3'', 4'' and 6''
26
3250
125
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65 mm G.I Nipple of length 3'', 4'' and 6''
10
2750
275
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Carriage of materials by mechanical transport including loading, unloading, stacking of materials
-
-
-
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Soling by 10 km
47.63
15737
330.42
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Stone Aggregate 40 mm size by 30 km
25.84
14090
545.28
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Stone Aggregate 20 mm size by 30 km
277.1
139007
501.65
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Sand by 50 km
162.54
81538
501.65
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Cement by 30 km
125.52
56236
448.03
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TMT Steel by 30 km
23.49
10524
448.03
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GI pipes below 100 mm dia by 40 km
49.23
26506
538.42
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150 mm dia DI pipe by 40 km
1560
34132
21.88
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125 mm dia DI pipe by 40 km
2500
42700
17.08
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Carriage of materials by manual means including loading, unloading, stacking of materials- (Sand)
-
-
-
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Soling by 2500 m
47.63
137237
2881.33
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Stone Aggregate 40 mm size by 2500 m
25.84
68418
2647.76
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Stone Aggregate 20 mm size by 2500 m
277.1
678687
2449.25
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Sand by 2500 m
162.54
398101
2449.25
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Cement by 2500 m
125.52
124962
995.56
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TMT Steel by 2500 m
23.49
50237
2138.66
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GI pipes below 100 mm dia by 700 meters
49.23
21940
445.67
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150 mm dia DI pipe by 500 meters
1560
21122
13.54
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125 mm dia DI pipe by 500 meters
2500
29375
11.75
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