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Improvement And Ext 12 No T / Well In Fatehpur Area In Tehsil Fatehpur District Kangra Hp Sub Head Providing Laying Jointing And Testing Of Hdpe Pipe Of Various Dia In Distribution System And Construction Rcc Delivery Tank And Outlets For Tube Well Radoh, Kangra-Himachal Pradesh

Department Of Irrigation-DOI has published Improvement And Ext 12 No T / Well In Fatehpur Area In Tehsil Fatehpur District Kangra Hp Sub Head Providing Laying Jointing And Testing Of Hdpe Pipe Of Various Dia In Distribution System And Construction Rcc Delivery Tank And Outlets For Tube Well Radoh. Submission Date for this Tender is 28-01-2022. Tube Well Tenders in Kangra Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

30769026
Improvement And Ext 12 No T / Well In Fatehpur Area In Tehsil Fatehpur District Kangra Hp Sub Head Providing Laying Jointing And Testing Of Hdpe Pipe Of Various Dia In Distribution System And Construction Rcc Delivery Tank And Outlets For Tube Well Radoh
Open Tender
Indian
Himachal Pradesh
Kangra
28-01-2022

Tender Details

Improvement And Ext 12 No T / Well In Fatehpur Area In Tehsil Fatehpur District Kangra Hp Sub Head Providing Laying Jointing And Testing Of Hdpe Pipe Of Various Dia In Distribution System And Construction Rcc Delivery Tank And Outlets For Tube Well Radoh

Key Value

Document Fees
INR 400 /-
EMD
INR 41260.0 /-
Tender Value
INR 22.50 Lakhs /-

BOQ Items

Name of Work: -Imp and Ext 12 No. T/Well in Fatehpur area in Tehsil Fatehpur District Kangra HP (SH: Providing Laying Jointing andTesting of HDPE Pipeof various dia in distribution system & C/o RCC delivery tank & outlets for Tube well Radoh
Sl. No. Item Description
1Excavation in foundation trenchesetc. in earth work in all classification of soil such aspick work, jumper work, blasting work soft /hard work etc. upto all depth stacking the excavated soil upto any lead from the edge of excavation and then returning the stacking soil in 15cm layers when required into plinth side of foundation etc. consolidating each deposite layer by ramming watering and then disposingof all surplus excavated earth as directed by the Engineer in Charge with in all leads and lifts complete in all respect.
2Providing, Laying, Jointing and testing of HDPE pipe (High Density Polythiene pipe) Grade PE-80 pressure rating PN-4 SDR 26 of following dia and Class confirming to IS 4984-2016 with fusion welding process including all necessary fitting & bends in all leads and lifts complete in all respect as per direction of Engineer in Charge Earth work in trenches to be measured & paid for seperatly).
3HDPE pipe 140mm dia PN-4
4HDPE pipe 160mm dia PN-4
5HDPE pipe 180mm dia PN-4
6Providing and fixing of Alfa valves of the following internal diameter complete in all respect i/c all leads and lifts to the entire satisfaction on the Engineer in Charge.
7150mm dia
8200mm dia
9Providing and laying cement concrete 1:4:8(1: cement :4 sand :8 graded crushed stone agg. of 40mm. nominal size) and curing complete excluding the cost of form work in foundation and plinth complete within all leads and lifts as per the direction and entire satisfaction of the Engineer-in-charge.
10Providing and laying reinforced cement concrete 1:2:4(1: cement :2 sand :4 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :-
11Foundations footing bases of columns and like and mass concretecomplete in all respectwith in all leads and lifts as per the direction and entire satisfaction of the Engineer-in-charge.
12Inwall ( any thickness but not less than 0.10 m Thickness) including attached pilasters buttersses, plinth and string courses etc, from top of foundation level upto floor two level complete in all respect with in all leads and lift as per direction & entire satisfaction of the Engineer-in-charges.
13Providing Mild steel/Tor steel reinforcement for RCC work including bending, binding and placing in positioncomplete in all respect with in all leads and lift as per direction & entire satisfaction of the Engineer-in-charges.
14Providing form work with steel plates 3.15mm. thick welded with angle iron in frame 30x30x5mm. So as to give a fair finish including centering shuttering strutting and propping etc, with wooden battens and ballies height of propping and centering below supporting floor to ceilingnot exceeding 4 mtrs. and removal of the same for insitu reinforced concrete and plain concrete work in :-
15In Vertical surfaces such as walls ( any thickness ) partitions and the like including attached pilasters buttersses, plinth and string courses and the like including entire carriage of material with in all leads and lift complete in all respect as per direction & entire satisfaction of the Engineer-in-charges.
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