Tender For Contractor Must Ensure To Upload The Award Letter Which Experience Certificate Has Been Attached To Ensure Nature Work Which Was Executed By Contract . Sh_Laying , Jointing And Testing Of Galvanized Iron Pipe Of 25 Milimetre Dia From Node No , Palmapur-Himachal Pradesh
TDR : 23864622
Tender Notice
BOQ
Expired
Palmapur
Himachal Pradesh
Tender For Contractor Must Ensure To Upload The Award Letter Which Experience Certificate Has Been Attached To Ensure Nature Work Which Was Executed By Contract . Sh_Laying , Jointing And Testing Of Galvanized Iron Pipe Of 25 Milimetre Dia From Node No
Name of Work: Providing water supply scheme Nohra Chakol in Tehsil Baijnath District Kangra(HP).(SH)Laying, jointing and testing of galvanized iron pipe of 25 milimetre dia from Node No.43-44 = 105 Rmt. Node No.44-45 = 135 Rmt. Node No.44-46 = 690 Rmt Node No.49-50 = 150 Rmt. Node No.54-57 = 225 Rmt. Node No.57-58 = 75 Rmt. Node No.58-59 = 90 Rmt. Node No.59-60 = 150 Rmt. Node No.64-65 = 180 Rmt. Node No.62-66 = 105 Rmt. Node No.66-67 = 165 Rmt. Node No.62-68 = 980 Rmt. = 3590 Rmt. 32 milimetre dia from Node No.48-49 = 240 Rmt. Node No.63-64 = 120 Rmt. = 360 Rmt. 40 milimetre dia from Node No.42-43 = 180 Rmt. Node No.40-47 = 210 Rmt. Node No.47-48 = 180 Rmt. Node No.62-63 = 150 Rmt. = 720 Rmt. 50 milimetre dia from Node No.41-42 = 210 Rmt. Node No.40-62 = 1350 Rmt. = 1560 Rmt. 65 milimetre dia from Node No.40-41 = 210 Rmt. Node No.40-51 = 90 Rmt. Node No.51-52 = 210 Rmt. = 510 Rmt.
Sl.No.
Item Description
Item Code / Make
Quantity
Units
1
1
Excavation in foundation trenches etc.in earth work in all kinds of soil such as pick work,jumper work,blasting in soft and hard rock and chiselling work including saturated soil slushy soil and under floor upto all depth and stacking the excavated soil not more than 3 metre clear from the edge of excavation and then returning the stacked soil in 15 centimetre (Fifteen centimetre)layer when required into plinth sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge within all leads and lifts.
2281.95
cubic metre
2
2
Laying and jointing in trenches galvanised mild steel tubes,tube fitting screw and socted (Light grade) of following dia (Earth work in trenches to be measured and paid for separately) within all leads and lifts as per the direction of Engineer-in-charge.
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