Name of the Work : Providing Pipe line Extension With Sintex Tank at Teachers Colony in ward 16
Sl. No.
Item Description
1
Supply, delivery and fixing of the following ISI make water supply materials including all labour charges etc., complete
2
2\" dia pvc bend
3
2\" dia end cap
4
2\" dia pvc pipe
5
2\" dia gate valve
6
2\" dia pvc Tee
7
3/4\" dia PVC Tee
8
3/4\" dia PVC Elbow
9
3/4\" dia Pvc Tap
10
3/4\" dia PVC Coupler
11
\"25mm x 20mm dia PVC reducer
12
Saddle piece
13
Dismantling of Plain Cement Concrete for laying Borewell Pipe line Extension
14
Earth work excavation in all classes of soils and sub soils to full depth as may be required except hard rock requring blasting etc., complete .
15
Laying & Lowering of Pipe line extn complete as per the standard specification
16
Refilling excavated earth etc., complete as per the standard specification
17
Supply and delivery and fixing of HDPE tank 5000 litres capacity as per IS 12701 / 1996 including loading, unloading, transportation and labour charges for fixing of the GI pipes and specials for pipe connection works including cutting, threading and fixnig charges as directed by TWAD Board officers etc.,WD-M1420
18
Construction of Brick work for HDPE tank with Pcc in 1:2:4 and Brick work CM:15using II class ground moulded brick in size of 8 3/4 x 4/2 x 3/4, Earth filling, plastering CM 1:5 20mm thick, painting,etc., complete
19
Supplying and filling in foundation andbasement with stone dust in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.
20
Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification
21
Plain Cement concrete 1:1.5:3 (one cement, One and Half sand, Three aggregate) using 20mm gauge handbroken granitestone jelly for foundation including dewatering if foundnecessary and laid in layers of not more than 15 cmthick and compacted,etc., complete complying withstandard specfication
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