Tender For Simni Drain (Causeway With Pipe Culvert) On Tph Road (Providing Pipe Culvert Simninala On Taleru–Power House Road, Cps -1)., Chamba-Himachal Pradesh
TDR : 53528635
Tender Notice
BOQ
Expired
Chamba
Himachal Pradesh
Tender For Simni Drain (Causeway With Pipe Culvert) On Tph Road (Providing Pipe Culvert Simninala On Taleru–Power House Road, Cps -1).
Name of Work: Simni Nala (Causeway with pipe culvert) on TPH Road (Providing Pipe culvert SimniNala on Taleru–Power House Road, CPS -1).
Sl. No.
Item Description
1
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil.
2
Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns.
3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size).
4
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand): 3graded stone aggregate 20 mm nominal size).
5
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
6
Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes includingollars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 : cement : 2 fine sand) including testing of joints etc. complete. 1200 mm dia RCC pipes. (Laying by manual/ machanical means).
7
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 Cement : 2 coarse sand) : 4 graded stone aggregate 40 mm nominal size).
8
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.
9
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand).
10
Providing and Fixing U-PVC Pipe ( Working pressure 4 Kg/cm2 ) Single Socketed pipe 110 mm dia for Weep holes.
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