Tender For Restoration Of Rain Damages For Various Water Supply Scheme Under Jal Shakti Sub Division Neether In Nirmand Block Distt. Kullu (H.P.) (Sh:- Providing Laying Jointing And Testing Of G.I. Pipe 15 Mm Dia (Lc) = 2200 Rmt., 20 Mm Dia (Lc) = 40, Kullu-Himachal Pradesh
TDR : 56151588
Tender Notice
BOQ
6 Days Left
Kullu
Himachal Pradesh
Tender For Restoration Of Rain Damages For Various Water Supply Scheme Under Jal Shakti Sub Division Neether In Nirmand Block Distt. Kullu (H.P.) (Sh:- Providing Laying Jointing And Testing Of G.I. Pipe 15 Mm Dia (Lc) = 2200 Rmt., 20 Mm Dia (Lc) = 40
Name of Work:- Restoration of Rain damages for Various WSS under Jal Shakti Sub Division Neether in Nirmand Block Distt. Kullu (H.P.) (SH:- Providing Laying Jointing and Testing of G.I. pipe 15 mm dia (LC) = 2200 Rmt., 20 mm dia (LC) = 4050 Rmt., 25 mm dia (LC) = 11950 Rmt., 32 mm dia (LC) = 5450 Rmt., 40 mm dia (LC) = 6950 Rmt., 50 mm dia (LC) = 850 Rmt., 65 mm dia (LC) = 2200 Rmt. for restoration of water supply schemes i.e. LWSS NC/PC Hab. of GP Shilli Gamog lot Durah, Add. Source to WSS Tandi Kafta, WSS PC hab. Katour seri, WSS Keori Bakta, Ninbai, WSS Palli Sharvi, WSS Rathi Nallah, WSS Seridhar Tandi Lahral, WSS Tandi kafta, WSS Janglabeel Jharla, WSS Manjugaad lagouni, WSS Latog bagidhar, WSS Moin, WSS Nichly Shirty Dhamah, WSS Shamoh jagerh, WSS Sharidhar and WSS Kuther Buai Kutal.). Under PDNA.
Sl. No.
Item Description
1
Excavation in foundation and trenches (For pipes and pits) up to all depths and in all classification of each work such as pick work, jumper work, saturated soil including bailing or pumping out of water, blasting soft or hard rock or chiselling or wedging out of soft/ hard rock, where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting, planking, timbering and dewatering where ever required. Stacking usable and unusable material/ soil separately and after laying, jointing and testing of pipes, returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts including restoration of unmetalled surfaces to its original condition and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect with in all leads and lifts as per direction of Engineer-in-Charge. Pick & Jumper work.
2
Providing Laying, jointing and testing in trenches galvanized mild steel screwed and socketed pipes confirming to BIS 1239 (Part-1) 2004 (Latest with upto date ammendements having wall thickness as per code and capable of withstanding required test pressure in a random length of 4 to 7 meters.) of following class and diameter from approved manufacturer complete in all respect and stacking proper at site with the entire satisfaction of the Engineer-in-Charge.
3
15 mm dia. (Light class) Screwed & Socketed.
4
20 mm dia. (Light class) Screwed & Socketed.
5
25 mm dia. (Light class) Screwed & Socketed.
6
32 mm dia. (Light class) Screwed & Socketed.
7
40 mm dia. (Light class) Screwed & Socketed.
8
50 mm dia. (Light class) Screwed & Socketed.
9
65 mm dia. (Light class) Screwed & Socketed. Please Enable Macros to View BoQ information
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