Construction Of Fis Chuble To Donalu In Tehsil Kalpa Distt. Kinnaur H.P. Co Channel In Composite Lining From Rd 0 To 2300 Mtrs, Co Retaining Wall At Rd 43 To 45, Rd 870 To 880, Rd 1740 To 1745 And Co Pucca Path Along The Channel, Reckong Peo-Himachal Pradesh
TDR : 28977333
Tender Notice
BOQ
Expired
Reckong Peo
Himachal Pradesh
Construction Of Fis Chuble To Donalu In Tehsil Kalpa Distt. Kinnaur H.P. Co Channel In Composite Lining From Rd 0 To 2300 Mtrs, Co Retaining Wall At Rd 43 To 45, Rd 870 To 880, Rd 1740 To 1745 And Co Pucca Path Along The Channel
Name of Work: C/O FIS Chuble to Donalu in Tehsil Kalpa, Distt. Kinnaur (HP).(SH:- C/O Channel in Composite lining from RD 0 to 2300 Mtrs, C/O Retaining Wall at RD 43 to 45, RD 870 to 880, RD 1740 to 1745 & C/O Pucca Path along the Channel)
Sl. No.
Item Description
1
Dressing of Beds and prepration of sub-grade for CC lining
2
Dressing of sides and prepration of sub-grade for CC lining in:-
3
Providing and laying 15cm thick composite lining of 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20mm nominal size) for irrigation channel and curing complete exculding the cost of form work:-
4
Bed
5
Sides
6
Extra allowances for form work inlining on side slopes complete.
7
Cutting in earth work in all kinds of soil such as pick work, jumper work blasting hard or soft rock chiseling where blasting is prohibited and disposal of excavated earthwithin all leads and lifts.
8
Excavation in foundations, trenches etc in all kinds of soil such as pick work, jumper work blasting hard or soft rock chiseling where blasting is prohibited, slushy daldal or saturated soil with in all leads and lifts, stacking the execvated soil not more than 3 mtr and then returning the stacked soil in 15cm layers, when required in to plinths sides of foundations etc, consolidating earth deposited layher by ramming and watering and then disposing of all surplus excavated earth as directd by the Engineer-in-Charge with in all leads and lifts.
9
Providing and laying cement concrete 1:5;10 (1cement :5sand :10 graded stone aggregate 40mm. nominal size) with 15 % plum and curing complete excluding cost of form work in retaining walls/ Breast walls, the size of plums shall usually be 150mm. to 300mm as per H.P.P.W.D.Specification.
10
Providing form work with steelplates 3.15mm.thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work in: Vertical surfaces such as walls (any thickness) partitions and the like including attached pillaster buttresses, plinth and string courses and the like with in all leads and lifts.
11
Demolition above G.L.upto floor two level including disposal of unserviceable materials within 20 metres lead. un-reinforced cement concrete more than 15cm. Thickness.
12
Boulder /Stone filling hand packed tightly under floor with in all leads and lifts.
13
Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) excluding cost of centring and shuttering in: Foundations and plinth:
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