Irrigation And Flood Control Department Tender
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Irrigation And Flood Control Department - IFC Tender
Eprocure
Opening Date10 Oct 2020
Closing Date19 Oct 2020
Tender Amount₹ 6,78,000
Costs
EMD
₹ 13,560Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_IFC_106488_3Bid Award Id
ViewTender No
NIT 22 OF 2020-21Tender Authority
Irrigation And Flood Control Department ViewPurchaser Address
-Website
http://http://ifcjmu.gov.in/
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Documents
BOQ Items
... More
c) G.I. Pipes 25mmØ
1000
-
177.35
... More
Carriage of G.I. Pipes from road side to site of work average distance of 12.00 Km by head load.
4.66
-
2490.6
... More
Providing and fixing G.I. Union in G.I Pipes pipe including cutting and threading the pipe and making long screws etc. complete (new work) a) G.I. Union 40mmØ
4
-
410.6
... More
b) G.I. Union 32mmØ
6
-
328.1
... More
Laying & Fixing of HDPE Pipe 32mm dia =500 m over steel wire rope 12mm dia = 500m by way streching steel wire rope in position .including hire charges of Chain Pully along with operator and providing and fixing of U Clamp, Flat Iron Clamps / Hooks and Carrage of Steel wire rope & HDPE Pipe 32mm dia Av 04 Km by head load
500
-
154
... More
Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering -- All work up to plinth level 1:3:6 (1 cement: 3 coarse sand: 6 graded stone agg. 20 mm nominal size) Nallah
3.2
-
3552.5
... More
Dumping stones in horizontal on level including cost of stones
0.8
-
327.05
... More
Carriage of Stone from source to site of work av. 1.00 KM by manual means
0.8
-
571.17
... More
Carriage of sand from source to site of work av. 120 KM by M.T. & 12.00 KM by manual means
1.44
-
5840.01
... More
Carriage of Stone aggregate 20 mm nominal size from source to site of work av. 15 KM by M.T. & 12.00 KM by manual means
2.84
-
5220.96
... More
Carriage of Cement from Divisional Strore to stacking side Av. 25km by M.T and from road site to site of work 12.00 Km by manual means
0.8
-
2216.61
... More
Filling available excavted earth ( excl. rock) in trenches , Plinth , sides of foundations etc in layer not exceeding 20cm in depth consolidating each deposited layer by ramming & watering , lead up to 50m & lift up to 1.50 excluding ramming and watering
147
-
85.25
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