Panam Main Canal

:: SCHEDULE - B ::

Name of work :- Dismentaling of old VRB and constructing New VRB at various chainage of 2/L,3L minor, and

26/R Distry of PMC

Item Quantities Item of Work rates Unit Total Amount

Item Quantities Item of Work rates Unit Total Amount

No. estimated but according to

Or less In figures In words estimated

1 31 Item No 1 750.9 Rs Seven Hundred Fifty And Cum

Dismantling the existing brick masonry including sorting Paisa Ninety Only

out and stacking the useful material and removing the

debris and making good the damages etc. complete as

directed. In Cement Mortar

2 18 Item No 2 577.6 Rs Five Hundred Seventy Rmt

Dismantling the existing R.C.C. Pipes including sorting Seven And Paisa Sixty Only

out and stacking of the useful materials of the following

diameters including refilling the trenches etc. complete

as directed. NP_2 pipes (450 mm. to 600 mm.)

3 215 Item No 3 102.4 Rs One Hundred Two And Cum

Excavation for foundation in all sorts of soil including Paisa Forty Only

yellow sandy gravelly soils ,soft & hard murrum etc. in

dry condition including depositing the excavated stuff in

uniform layers in banks or as and where directed etc.

complete for lead upto 500 m and all lifts (By Machinary)

Excluding dewatering

4 182 Item No 4 3935 Rs Three Thousand Nine cum

Providing & Laying in position "NOMINAL MIX" cement Hundred Thirty Five Only

concrete using cement, sand and crushed aggregate by

mass and machine mix for C.C./R.C.C work incl.

necessary formworks centering, scaffolding, compaction

by vibrator, curing as directed with all lead & lift etc

complete Without Dewatering and excluding cost of steel

(A) For Foundation concrete / General purpose

(c) C. C. Nominal Mix, M-15 and MSA-20 mm

5 126 Item No 5 110.8 Rs One Hundred Ten And cum

Earth work in embankment using selected soil, soft & Paisa Eighty Only

hard murrum excavated from approved borrow area /

village tanks etc. Including conveying, spreading in

uniform layers, breaking clods and dressing to the

designed canal section etc. with lead upto 500m and all

(for canals having capacity up to 300 Cusec) ( By

6 126 Item No 6 Maintaince 47.9 Rs Forty Seven And Paisa cum

work in compaction of earthwork in embankment above Ninety Only

Key & in dowel in uniform layers at requisite moisture

content to required dry density including watering rolling

with suitable type of roller etc. complete.

7 20 Item No 7 Providing and fixing in position ( different 2857.7 Rs Two Thousand Eight meter

diameter ) I.S.,NP-3 class reinforced pipe with caulking Hundred Fifty Seven And

the joints with cement mortar 1:1 proportion,using jute Paisa Seventy Only

string soaked in cement slurry, finishing joints and laying

pipes to the designed grade and levels, curing etc.

complete for all leads and lifts.

8 6650 Item No 8 10.3 Rs Ten And Paisa Thirty Only Sqmt

Clearing the canal Banks outer and inner Slopes by

Jungle Cutting ,removing Vegetation,

Ghabajaria,Trees,etc. along with burning it's and carrying

away as and where required and as directed etc.

completed by machineries.

Rs Nine Lakh Seventeen Thousand Five Hundred Six Only

Deputy Executive Engineer Executive Engineer

Panam Irrigation Sub Dn.No.3 Panam Irrigation Division

Veganpur Godhra