Restoration and strengthning work of bank portion of Rupvada minor bet. ch.1870m to 2100m.

BILL OF QUANTITIESAquaduct

Name of work:- Restoration and strengthning work of bank portion of Rupvada minor bet.

BILL OF QUANTITIES

Item Description of Item (with brief specification and Quantity Unit Rate in Amount in Rs.

No. reference to book of specifications) Figures

Item No.1:-Clearing the borrow area including

1 thin jungle cutting and removing trees upto 0.5 0.20 Ha 2887.99

m girth, bushes,shrubs etc.complete.

Item No.2:-Dismentalling the existing stone

masonry including sorting out and stacking the

2 useful materials and removing the debries and 51.00 C.M. 757.40

making good the damage etc. complete as

ItemIn cement mortar

No.3:-Dismantalling the C.C. lining

3 including including disposing off the 504.00 m2 87.00

dismentalled materials as directed etc. complete.

Item 7.50 cm thick

Dismentalling the existing

R.C.C.pipes of the following diameter including

4 sorting out and stacking of the useful materials 25.00 Rmt 873.90

including refilling the trenches etc. complete as

directed. (NP-2 pipes)(c) 650 mm to 900 mm dia

Item No.5:-Excavation of canal/drains in all sorts

of soils (including wet and slushy condition of

soil) including depositing the excavated stuff in

uniform layers in canal banks or in spoil banks or

as and where directed including dressing the

canal section upto lead of 50 meter and all lift

including clearing the site etc. complete (By

machinery for canal/drain maintanance)

Item no.6:-, Excavation for foundation in all

sorts of soil including yellow, sandy, gravelly

soil, soft & hard murrum, etc. dry condition

6 including depositing the excavated stuff in 2344.00 C.M. 81.50

uniform layers in banks or as directed etc.

complete for lead uo to 1.0 Km and all lifts. (By

machinery) (a) Above water table.

Item No.7:- Earthwork in embankment using

selected soil, soft & hard murrum excavated

from approved borrow area/village tanks

etc.including breaking clods, dressing to the

design section with lead up to following .(By

poclane machinary)

(b) lead up to 3.0 kilometer

Schedule B Page

BILL OF QUANTITIESAquaduct

Item Description of Item (with brief specification and Quantity Unit Rate in Amount in Rs.

No. reference to book of specifications) Figures

Item No.8:- Compaction of Earthwork in

embankment in layers 15 to 20 Cms at requisite

moisture content to required dry density not less

then 85% of corresponding proctor maximum

dry density including watering, rolling with

suitable type of roller etc. complete.

Item No.9:-Providing and laying plain/

reinforced Nominal Mix cement concrete of

various grade with cement, sand and coarse

9 aggregates including centering, shuttering,

batching, mixing, transporting, placing,

vibrating, smooth finishing, curing etc. complete

for all lead and lift.(Batching plant based,

excluding dewatering)

8(B)(i)Raft,bottom slab of barel,footing of

(i) columns,piers, abutment and bottom slab of 398.00 C.M. 4398.20

sump etc.(i) M-15 grade

8(C)(ii)Piers,abutment, wingwalls, headwall,

returnwall etc.(ii) M-15 grade

8(C)(iii)Piers,abutment, wingwalls, headwall,

returnwall etc.(iii) M-20 grade

Item No.10:- Providing and placing in position

reinforcement bars including cutting, bending

10 welding, joints where necessary, hooking etc. 34.00 Qtl 7194.00

complete as per drawing for all lead and lifts. (b)

Item No.11:- Providing and laying plain /

reinforced cement concrete lining of M-15 grade

in bed, side slopes and curvature including

batching, mixing, transporting placing, smooth

finishing, curing including dewatering where

required.( Machinary based without paver).

(b) (A) 7.50 cm in bed & Slope (with water curing ) 504.00 S.M 387.80

11 (B) 15cm thick lining in Bed & slope 168.00 S.M 659.40

Item No.12:-Providing and filling Asphalt of the

approved make and sand in the expension and

12 contraction joints in the C.C. lining including 168.00 Rmt 68.03

clearing the joints with air water jet.

Item No.13:- Providing and fixing in position

(different diameter) I.S NP3 class reinforced pipe

with caulking the joints with cement mortar 1:1

13 proportion using jutestring soaked in cement

slurry, finishing joints, and laying pipes to the

designed grade and levels, curing etc.complete

for all lead and lifts.

(c) (e) NP3 class 900 mm dia pipe. 40.00 Rmt 3590.90

(e) Item No.14:-Providing & fixing in position sign board

of standardNos.

with M.S angle 40mmx40mmx6m

Schedule B Page

BILL OF QUANTITIESAquaduct

Item Description of Item (with brief specification and Quantity Unit Rate in Amount in Rs.

No. reference to book of specifications) Figures

Item No.15:-Providing and fixing in position

mm dia PVC pipe weep holes in abutment, wing

wall, and laying training etc. complete.

Item No.16:-Providing video graphy on the

ocassion of function or for ongoing construction

15 work including dubbing, titeling etc. complete 1.00 4Hrs 1230.51

including cost of cassette/CD

(b) Up to 4.00 hours

Schedule B Page

BILL OF QUANTITIESAquaduct

Item Description of Item (with brief specification and Quantity Unit Rate in Amount in Rs.

No. reference to book of specifications) Figures

I/We am/are willing to carry out the work at _________________________________________________________________ %

* Estimated Amount put to tender * Estimated Amount put to tender

*(Please strike out whichever is not applicable).

1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017

SIGNATURE OF CONTRACTOR Executive Engineer

U.L.B.C.Inv.Dn No.2

Schedule B Page