Rennovation and Modernization of Surali Minor bet Ch.3330 mt to 4810 mt of Bhatpur Distry.

BILL OF QUANTITIESAquaduct

Name of work:- Rennovation and Modernization of Surali Minor bet Ch.3330 mt to 4810 mt of

Bhatpur Distry.

BILL OF QUANTITIES

Ite Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount in

m specifications) Figures Rs.

Dismentalling the existing stone masonry including sorting out and

stacking the useful materials and removing the debries and making good

the damage etc. complete as directed.

(b) In cement mortar

Dismentalling the existing R.C.C.pipes of the following diameter

including sorting out and stacking of the useful materials including

refilling the trenches etc. complete as directed. (NP-2 pipes)(c) 650 mm

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

Excavation for foundation in all sorts of soil including yellow, sandy,

gravelly soil, soft & hard murrum, etc. dry condition including

4 depositing the excavated stuff in uniform layers in banks or as directed 663.00 m3 81.50

etc. complete for lead uo to 1.0 Km and all lifts. (By machinery) (a)

Above water table.

Earthwork in embankment using selected soil, soft & hard murrum

excavated from approved borrow area/village tanks etc.including

5 breaking clods, dressing to the design section with lead up to following 4715.00 m3 94.20

.(By poclane machinary)

(b) lead up to 3.0 kilometer

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.

Providing and laying plain/ reinforced Design Mix cement concrete of

various grade with cement, sand and coarse aggregates including

7 centering, shuttering, batching, mixing, transporting, placing, vibrating,

smooth finishing, curing etc. complete for all lead and lift.(Batching

plant based, excluding dewatering)

Raft,bottom slab of barel,footing of columns,piers, abutment and bottom

slab of sump etc.(i) M-15 grade

(b) Piers,abutment, wingwalls, headwall, returnwall etc.(iii) M-20 grade 414.00 m3 4762.90

Providing and placing in position reinforcement bars including cutting,

8 bending welding, joints where necessary, hooking etc. complete as per 65.00 Qtl 7194.00

drawing for all lead and lifts. (b) TMT

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).

(a) 7.50 cm thick lining in bed & Slope (water curing) 6093.00 m2 387.80

(b) 15cm thick lining in Bed & slope 268.80 m2 659.40

Providing and filling Asphalt of the approved make and sand in the

10 expension and contraction joints in the C.C. lining including clearing 2572.00 Rmt 68.03

the joints with air water jet.

Schedule B Page

BILL OF QUANTITIESAquaduct

Ite Description of Item (with brief specification and reference to book of Quantity Unit Rate in Amount in

m specifications) Figures Rs.

Providing and fixing in position(different diameter) I.S NP3 class

reinforced pipe with caulking the joints with cement mortar 1:1

11 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.

(a) (a) NP3 class 300 mm dia pipe 30.00 Rmt 665.40

(b) (c) NP3 class 600 mm dia pipe 10.00 Rmt 2005.00

(c) (e) NP3 class 900 mm dia pipe. 20.00 Rmt 3590.90

Providing & fixing in position sign board of standard size of

1.20mx0.90m with M.S angle 40mmx40mmx6mm with 3mm thick iron

12 plate including fixing in 1:5:10 prop. Concrete block size 1.00 Nos 3011.30

40cmx40cmx75 cm including painting existing data on the board etc.

complete as direct.

Manufacture, supply and erection of vertical gate consisting gate leaf,

stiffeners, rubber seal, embedded parts as shown in drawings including

13 cost if materials, fabrication, painting, erection in position with all 1.00 Nos 52344.81

accessories second stage concreting etc complete as per drawing and

specifications. (74) Size 1.00 x

Providing vidiography on the ocassion of function or for on going

14 construction work including dubbing, titeling etc. complete including 1.00 Hour 1230.51

cost of cassette/CD (b) Up to 4.00 hours s

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