Tender For Restoration Of Rain Damages To Fis Odigad To Khanewali In Gp Devnagar Tehsil R Ur Distt Shimla (Hp) (Sh:- Providing , Laying & Jointing Of Mserw Pipe 200 Mm Dia At Various Rds , Construction Of 6 Nos Collectrion Chambers With 1 No Plum Con, Rampur-Himachal Pradesh
TDR : 54742787
Tender Notice
BOQ
4 Days Left
Rampur
Himachal Pradesh
Tender For Restoration Of Rain Damages To Fis Odigad To Khanewali In Gp Devnagar Tehsil R Ur Distt Shimla (Hp) (Sh:- Providing , Laying & Jointing Of Mserw Pipe 200 Mm Dia At Various Rds , Construction of 6 Nos Collectrion Chambers With 1 No Plum Con
Name of Work:- Restoration of Rain damages to FIS Odigad to Khanewali in GP Devnagar Tehsil R ur Distt Shimla (HP) (SH:- Providing , Laying & Jointing of MSERW pipe 200 mm dia at various RDs , C/O 6 Nos collectrion chambers with 1 No Plum concrete pillar at RD 820)
Sl. No.
Item Description
1
Excavation in earth work and disposal of all excavated earth up to all leads and lifts, disposed earth to be levelled neatly dressed as per direction and to the entire satisfaction of the Engineer-in-Charge.
2
Providing and laying cement concrete 1:5:10 ( 1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth complete in all respect with in all leads & lifts and as per the direction & to the entire satisfaction of the Engineer-in-Charge.
3
Providing and laying cement concrete 1:4:8(1Cement: 4Sand: 8Graded stone agg.40mm nominal size)& curing complete excluding cost of form work in foundation and plinth as per direction & to the entire satisfaction of the Engineer-in-Charge with in all leads and lifts .
4
Providing and laying cement concrete 1:3:6(1Cement: 3Sand: 6Graded stone agg.40mm nominal size)& curing complete excluding cost of form work in Retaining walls / Breast walls as per direction & to the entire satisfaction of the Engineer-in-Charge with in all leads and lifts .
5
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)
6
Walls (any thickness but not less than 0.10m thickness) attached pillaster, buttresses, plinth & string courses etc from top of foundaation level upto floor two level as per the direction & to the entire satisfaction of the Engineer-in-Charge.
7
Prov.form work with steel plates 3.15mm thick welded with angle iron frame 30 x 30 x 5mm so as to give a fair finish including centring, shuttering,strutting & propping etc. with wooden battens and ballies, height of propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insitu rainforced concrete and plain concrete work complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :-
8
Vertical surfaces such as walls ( any thickness ) partition and the like including attached pillasters buttresses, plinth and string courses and the like.
9
Providing mild steel / tor steel reinforcement for reinforced cement concrete work including bending, binding and placing in position complete upto floor two level complete in all leads and lifts and as per the direction and to the entire satisfaction of the Engineer-in-Charge. Tor Steel.
10
Providing,Laying , Jointing & testing of 200 mm dia having outer dia 219.10 mm plain ended MSREW pipe & 200 mm dia with steel grade ISO wall thickness 4.80 mm conferming to ISO 3183 or equalent to API grade \\"A\\" of thickness as mentioned and grade designation with bevelled edge and capable of standing required test pressure in random lenth of 4-7 meter i/c testing and comissining and cost of jointing with butt welding as per relevent BIS specifications (leak proof) i/c cost of bend tail pieces tees, reducers increaser etc as per site requirement and zinc coating as per IS 4736-1986 as per the direction of the engineer in charge and earth work in trenches to be measured and paid for seperatly i/c all leade lifts and carraige of materails at site (ISO 3183) complete in all leads and lifts and as per the direction and to the entire satisfaction of the Engineer-in-Charge
11
200 mm nominal diameter. Please Enable Macros to View BoQ information
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