Tender For Restoration Of Rain Damages Of Augmentation Of Lwss Bagrathach Jharer, Gattu And Chhatri Of Seraj Block Distt Mandi Hp.(Sh:- Providing, Laying, Jointing And Testing Of Gi Pipe Of Vaious Dia At Various Rds, Cutting And Welding Of Gi Pipes 5, Chhatri-Himachal Pradesh
TDR : 54911830
Tender Notice
BOQ
8 Days Left
Chhatri
Himachal Pradesh
Tender For Restoration Of Rain Damages Of Augmentation Of Lwss Bagrathach Jharer, Gattu And Chhatri Of Seraj Block Distt Mandi Hp.(Sh:- Providing, Laying, Jointing And Testing Of Gi Pipe Of Vaious Dia At Various Rds, Cutting And Welding Of Gi Pipes 5
Name of Work:- Restoration of rain damages of Augmentation of LWSS Bagrathach Jharer, Gattu and Chhatri of Seraj Block Distt Mandi HP.(SH:- Providing, laying, jointing and testing of GI pipe of vaious dia at various RDs, Cutting and welding of GI pipes 50mm &65mm dia at various RDs, cutting and welding of GI pipes 50 mm & 65 dai at various Rds, C/O of retaining wall in front of Pump House and C/O Anchor Blocks =15 Nos PDNA). E/Cost: Rs.31,02,816/- E/Money: Rs.62,060/- Cost of Tender Form:- 2000/- Time Limit: 3 Months.
Sl. No.
Item Description
1
Excavation in foundations trenches etc. (for pipes and pits ) upto all depths in all kinds of soil such as pick work,jumper work, blasting and chiselling soft/hard rocks where blasting is prohibited in all leads and lifts including trimming and dressing of sides levelling of bed to correct excavation and returning the stacked soil after laying jointing and testing of G.I.Pipes/HDPE Pipes etc in trenches in 15 cm. layers including consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting/timbering and dewatering where ever required including restoration of un-metalled/metalled paved surface of its original conditions including cost of diversion for traffic night signals fixing caution Boards and fencing etc.complete in all respects.
2
Providing,Laying,Jointing and Testing in trenches GMS tubes screwed and socketed, (Light Class) ISI Marked conformining to IS :1239 (latest with up to date ammendments) of approved make of JSV including tube fitting such as bends, tees, air valves,unions and collars etc. as per direction and to the entire satisfaction of the Engineer-In -Charge. (Earth work in trenches to be measured and paid for separately ).
3
15mm dia (LG)
4
20mm dia (LG)
5
Cutting of GI pipe of various dia with gernerator welding set including arriage at site of work complete in all respect.
6
65mm and 50mm
7
Welding of GI pipe of various dia with Diesel Generator welding set at site of work according to site requirement in minimum two layers to make the joint leakproof according to relevant BIS standards/approved specifications and to the entire satisfaction of the Engineer-in-Charge complete in all respect.
8
65mm and 50mm
9
Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 40mm nominal size) excluding cost of centring & shuttering in foundation and plinth.
10
Providing and laying cement concrete 1:5:10 (1 cement: 5sand:10graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in.
11
Providing form work with steel plates 3.15mm thick welded with angle iron 30x30x5mm so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden batten and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete & plain conrete work in.
12
Vertical surfaces such as walls (any thickness) partition and the like including attached pillasters, buttresses, plinth and string courses and the like.
13
Providing and laying in retaining wall and breast wall 10.0 Kgf/cm² working pressure unplasticized P.V.C. Pipes (Confirming to IS: 4985-1968) to make weep holes complete including making good the walls.
14
100mm nominal bore
15
Boulder fillings behind the retaining wall.
16
Providing and laying cement concrete 1:4:8 (1 cement:4sand:8 graded crushed stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts and to the enitre satisfaction of Engineer-in- charge.
17
Providing and laying cement concrete 1:2:4(1cement:2sand:4graded crushed stone aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced work in:- Foundation and plinth
18
Providing mild steel/tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level. Please Enable Macros to View BoQ information
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