Tender For Construction Regarding The Damage Caused To The Water Tank & Pipeline During The Proposed Change Of The Loading Bridge From Class ‘B To Class ‘A On Chakrata-Lakhpmandal State Highway No. 18, From Km 1.0 To Km 66.340. Etc, Chakrata-Uttarakhand
TDR : 54931092
Tender Notice
BOQ
11 Days Left
Chakrata
Uttarakhand
Tender For Construction Regarding The Damage Caused To The Water Tank & Pipeline During The Proposed Change Of The Loading Bridge From Class ‘B To Class ‘A On Chakrata-Lakhpmandal State Highway No. 18, From Km 1.0 To Km 66.340. Etc
Name of Work:- CONSTRUCTION REGARDING THE DAMAGE CAUSED TO THE WATER TANK & PIPELINE DURING THE PROPOSED CHANGE OF THE LOADING BRIDGE FROM CLASS ‘B TO CLASS ‘A ON CHAKRATA–LAKHPMANDAL STATE HIGHWAY NO. 18, FROM KM 1.0 TO KM 66.340. etc
Sl. No.
Item Description
1
Checking of Survey, Design the Supply Main and Distribution System of G.I. (Medium Quality) pipes by screw socketed joint conforming to IS:1239(Part-1) supply of pipes, carting, laying & jointing in the trenches to the specified depth including other appurtenant works such as fixing of air valve, sluice valve, reflux valve at suitable points including making of scouring arrangement at suitable locations by fixing of tee connection & gate valve etc. complete and also testing & commissioning of laid pipeline including supply and carting of all materials, labour, T&P etc. complete of following sizes.
2
15 mm dia.
3
20 mm dia.
4
25 mm dia
5
32 mm dia.
6
40 mm dia.
7
Excavation of earth for Pipe Line trenches of supply main in the following strata requiring the use of special T&P such as Pick Axes, Sabbals etc. or by controlled blasting or by crow bars with a lift up to 1.5 m and lead up to 30 m including refilling, watering and ramming of excavated earth into the trenches and removal and disposal of surplus earth to the suitable place from the trenches including supply of all materials, labour, T&P etc. complete & also it is estimated that 75% trenches will be in soil mixed with shingle, bazri, boulder and rest of 25% will be in medium rock.
8
Soil mixed with boulder with bazri
9
Dismentaling of existing G.I.Pipe
10
15 mm dia.
11
20 mm dia.
12
25 mm dia
13
32 mm dia.
14
40 mm dia.
15
Relaying of G.I.Pipe
16
15 mm dia.
17
20 mm dia.
18
25 mm dia
19
32 mm dia.
20
40 mm dia.
21
Random Rubble stone masonary in 1:6 cement and sand mortar including supply of all materials, labour, T&P etc. complete.
22
RR laid dry Stone masonary
23
Supply of all materials, labour, T&P etc and construction of R.C.C. CWR of following capacities ( in kiloliters ) with M.S. ladder outside & inside of the tank, M.S. M.H. cover with locking arrangement, supply and fixiing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover etc. complete with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT/M2.
24
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