Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Pipe Line Project
Water Storage And Supply
Eprocure
Opening Date14 Aug 2024
Closing Date14 Sep 2024
Tender Amount₹ 1,22,71,200
Costs
EMD
₹ 2,45,424Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Providing And Laying Fitting Of Pipes Clear Water Main Water Treatment Plant To Existing Distribution Network , Road Trench Restoration And Toe Wall At Head Work At Devsar Under Pdmc Amrut 2.0
Description
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Contact
Tender Id
2024_PHE_257057_1Bid Award Id
ViewTender No
NIT No 10/PHEQ/ OF 2024-25Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://http://jkphedwaterbilling.com/
GEM & Bid Advisory Services
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Documents
BOQ Items
Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329
-
-
-
150 mm dia Ductile Iron Class K - 7 Pipes
1600
3095520
1934.7
200 mm dia Ductile Iron Class K - 7 Pipes
100
222200
2222
Providing and fixing of MS Flanges With Nuta Bolts and Washer Including all lead and lift complete job.
-
-
-
100 mm dia
20
30000
1500
80 mm dia
15
16500
1100
Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work
-
-
-
100 mm dia. nominal bore
400
573600
1434
80 mm dia. nominal bore
450
518040
1151.2
65 mm dia. nominal bore
1200
1221660
1018.05
50 mm dia. nominal bore
1000
805700
805.7
40 mm dia. nominal bore
2100
1027425
489.25
25 mm dia. nominal bore
1700
576725
339.25
20mm dia. nominal bore
3980
1015696
255.2
15mm dia. nominal bore
900
185850
206.5
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:
-
-
-
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
3.92
20395
5202.9
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(1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
-
-
-
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.
9.75
75936
7788.4
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
33.59
315615
9395.7
12mm Cement plaster finished with a floating coat of neat cement of mix:
48.82
18099
370.75
Centering and shuttering including strutting, propping etc. and removal of form for: -
-
-
-
Foundations, footings, bases of columns etc. for mass concrete
29.08
8327
286.35
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
101.4
63775
628.95
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete :-
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more.
3253.39
400817
123.2
Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately).(50mm dia)
1
5159
5159.2
Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately).( 150 mm dia 2nd class)
1
6642
6642.55
Providing and laying D.I. Specials of Class K-12 suitable for push-on jointing as per IS : 9523 Upto 600 mm dia.
3.1
53016
17102
Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix)
23.06
39783
1725.2
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:( 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
11.71
76588
6540.45
Providing and laying of filter media effective size of sand varies from 0.45 mm to 0.70 mm having uniformity coefficient between 1.30 to 1.75 and should be dust free from other organic impurities to be obtained from Ganderbal and the size of gravel should varry from 2mm to 40 mm including all carriages complete.
-
-
-
Gravel 20mm - 50mm
7.02
31000
4416
Gravel 12mm - 1mm
7.02
12046
1716
Filter Sand
14.05
37387
2661
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.
1968.97
430023
218.4
Carriage of Different Materials by M/Transport including loading /unloading and Stacking complete. Avg Lead 05 Km
-
-
-
Cement /Steel
7.37
1315
178.43
Sand
9.86
1979
200.74
20 mm Aggregate
19.74
3962
200.74
Extra carriage of different material by Mannual Labour including loading unloading and stacking upto head work site.Average Lead 500 mtrs.
-
-
-
Cement
11.55
3114
269.67
Steel
2.6
1506
579.28
Sand & Stone aggregate below 40 mmm nominal size
543.5
322773
593.88
Soling Stone
2.93
2047
698.68
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