Tender For Construction Of 5 Nos Tubewells In Indora Constituency In Tehsil Indora Distt. Kangra H.P Construction Of Tube Well Paniala )(Sh-: Laying Jointing & Testing Of Hdpe Pipe In Distribution Network , Providing And Fixing Alfa Valves , Construc, Indora-Himachal Pradesh
TDR : 54963824
Tender Notice
BOQ
3 Days Left
Indora
Himachal Pradesh
Tender For Construction Of 5 Nos Tubewells In Indora Constituency In Tehsil Indora Distt. Kangra H.P Construction of Tube Well Paniala )(Sh-: Laying Jointing & Testing Of Hdpe Pipe In Distribution Network , providing and Fixing Alfa Valves , Construc
Name of Work:- Construction of 5 nos Tubewells in Indora Constituency in Tehsil Indora Distt. Kangra H.P (C/o Tube well Paniala )(SH-: Laying Jointing & Testing of HDPE Pipe in Distribution Network , P/F Alfa Valves , Construction of 19 Nos Outlets & Construction of 2 Nos Delivery Tanks)
Sl. No.
Item Description
1
Excavation in foundation in trenches in earth work in pick work, jumper work within all leads and lifts stacking the excavated soil not more than 3 mtr clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc., consolidating each deposited layer by ramming watering and then disposing of all surplus excavated earth as directed within all leads and lifts as per direction of Engineer-in- Charge.
2
Laying jointing Testing & Commissioning Of HDPE Pipe in trenches 4.00 kg.F/ cm2 working pressure polythiene pipes high density conforming to IS:4984-1995 (PE - 80 grade) PN-6 complete with special flange compression type fittings. (Earth work in trenches to be measured & paid for separately) within all leads and lifts as per the directions and satisfactions of the Engieer-in-Charge.
3
125 mm Dia HDPE Pipe
4
140 mm Dia HDPE Pipe
5
160 mm Dia HDPE Pipe
6
225 mm Dia HDPE Pipe
7
Providing and fixing of Cast Iron Alpha valves of following nominal bore heavy duty reputed make of ISI-Marked as per the direction and satisfaction of Engineer -in- Charge.
8
150 mm Dia
9
200 mm Dia
10
250 mm Dia
11
Provding and laying cement concrete 1:4:8: (1 cement:4:sand :8 graded stone agg. 40 mm nominal size ) and curing complete exclunding the cost of form work in foundation and plinths.Within all leads and lifts as per direction of Engineer-in- Charge.
12
Provding and laying cement concrete 1:2:4: (1 cement:2:sand :4 graded stone agg. 20 mm nominal size ) and curing complete exclunding the cost of form work in foundation and plinths. Within all leads and lifts as per direction of Engineer-in- Charge.
13
Foundation & Plinth
14
In walls (any thickness) but not less than 0.10 Metre thickness including attached pillasters,buttresses,plinth and string courses etc.from top of foundation level upto any floor level within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge.
15
Providing form work with steel plates 3.15mm.thick welded with angle iron frame 30x30x5mm. so as to give a fair finish in-cluding centring,shuttering,strutting and propping etc.with wooden battens and ballies height of propping and centring below supporting floor to ceiling exceeding upto any height and removal of the same for in-situ-reinforced concrete and plain concrete work in:-
16
In vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like including entire carriage of material within all leads and lifts as per the directions and satisfactions of the Engieer-in-Charge.
17
Providing and laying tor steel reinforcement for RCC.work including bending,binding and placing in position complete upto any floor within all leads and lifts as per the directions and satisfactions of the Engineer-in-Charge. Test run. 8 Hours continueously for 7 days Please Enable Macros to View BoQ information
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