Name of Work:- Providing and laying pipeline and gap filling at Nagziri OHT.
Sl. No.
Item Description
1
Shifiting house service connection I/C excavtaion trench cutting of bitu/CC/WBM road etc. cutting hole & pipeline I/C providing jointing fixing P.P saddle clamp I/C G.M farule &G.I/MDPE fitting upto house miter (of providing meters 10 mt) length the from pipeline exchching MDPE pipe providing by depart I/C back filling after testing complete job work.
2
Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead upto 1000 meter, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200.18.12/229
3
Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed. All kinds of soil.18.2.1/227
4
Providing, laying, jointing & testing of following P.V.C. pipes with solvent cement joint for 10 kg/ sq.cm. pressures including testing of joints, cost of jointing materials etc.complete in all respect.5.1/81
5
110 mm dia
6
160 mm dia
7
200 mm dia
8
Providing and laying in position following PVC Tees, suitable for 10 Kg/Sqcm. Pressure pipes5.6.1/82
9
100 mm dia
10
160 mm dia
11
200 mm dia
12
Providing and laying in position following PVC bends suitable for 10 Kg/Sq. cm. pressure pipes.5.5.1/82
13
110 mm dia.
14
160 mm dia
15
Providing and laying in position of following PVC Reducers suitable for 6, 8 and 10 Kg/Sq cm. Pressure pipes.5.10.5/83
16
160x110 mm dia.
17
200x110 mm dia.
18
Providing, Solvent Cement Joints to PVC Pipes and fittings of 10 Kg/Sq cm. Pressure including testing of joints and cost of jointing materials (i.e. socket, coupler & solvent cement)5.3/81
19
110 mm dia.
20
160 mm dia
21
200 mm dia.
22
Filling by available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m18.2.8/228 Please Enable Macros to View BoQ information
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