Tender For Construction Of Irrigation Canal Tolonthang Chiktan . Under The Project Of Tolangthang Chiktan And Brakchan Khul Hagnis Brog. Rd 0-1000 Mtr Under Sdp, Kargil-Jammu And Kashmir
TDR : 55811964
Tender Notice
BOQ
14 Days Left
Kargil
Jammu And Kashmir
Tender For Construction Of Irrigation Canal Tolonthang Chiktan . Under The Project Of Tolangthang Chiktan And Brakchan Khul Hagnis Brog. Rd 0-1000 Mtr Under Sdp
Name of Work:- Construction of irrigation canal Tolonthang Chiktan . Under the project of Tolangthang Chiktan and Brakchan khul Hagnis Brog. RD 0-1000 Mtr Under SDP
Sl. No.
Item Description
1
Earth work in excavation by manual means over areas (exceeding 30cm in depth ,1.5m in weadth as well as 10 sqm on plan ) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m ,as directed by Engineer -in-charge
2
All Kind of Soil 40%
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Ordinary Rock 20%
4
Hard Rock (R.B) 40%
5
Earth work in excavation by manual means in foundation trench or drains (not exceeding 1.5m in weadth or 10 sqm on plan )including dressing of sides and ramming of bottoms ,lift upto 1.5m ,including getting out the excavated soil and disposal of surplus excavated soil as directed ,within a lead of 50m
6
All Kind of soil 40%
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Ordinary Rock 20%
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Hard Rock (R.B) 40%
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Random Rubble masonary with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand: 2 graded stone aggregate 20mm nominal size) upto plinth level with cement mortar 1: 6 (1 cement: 6 coarse sand)
10
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:2:4 (1 cement: 2 coarse sand (zone-III) derioved from natural sources: 4 graded stone aggregate 20mm nominal size derived from natural sources)
11
Centering and shuttering incld.strutting propping etc. and removal of from for wall any thickness incld. Attached pilaster, buttresses plinth and string coarse ect walls of any thickness
12
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m
13
Cement concrete flooring 40mm thick 1:2:4(1cement: 2 Coarse sand: 4 graded stone agg.) finished with a floating coat of net cement slurry, but excluding the cost of nosing of step etc. comlepte 40mm thick with 20mm size stone agg.
14
Dumping/filling of stone in horizontal on level excluding cost of stone
15
Carriage of material from source to site of work including loding un loading and stacking complete
16
(i)(Sand / stone agg) by an avg lead of 35 Km by MT 3000 Mtr by Head load
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(ii)Cement by an avg lead of 90 Km by MT 3000 Mtr by Headload
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(iii)Cement of stone lead upto 600 by Headload Please Enable Macros to View BoQ information
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