Rennovation and Modernization of Manekpur Minor of Uwa Distry.

BILL OF QUANTITIESAquaduct

Name of work:- Rennovation and Modernization of Manekpur Minor of Uwa Distry.

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

Clearing the borrow area including thin jungle cutting and

1 removing trees upto 0.5 m girth, bushes,shrubs 2.40 Ha 2887.99

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

diameter including sorting out and stacking of the useful

2 materials including refilling the trenches etc. complete as 30.00 Rmt 873.90

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

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

3 the canal section upto lead of 50 meter and all lift 2591.56 m3 82.40

including clearing the site etc. complete (By machinery

for canal/drain maintanance)

Excavation for foundation in all sorts of soil including

yellow, sandy, gravelly soil, soft & hard murrum, etc. dry

condition including depositing the excavated stuff in

uniform layers in banks or as directed etc. complete for

lead uo to 1.0 Km and all lifts. (By machinery) (a) Above

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

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

6 maximum dry density including watering, rolling with 8356.00 m 12.40

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 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

Piers,abutment, wingwalls, headwall, returnwall etc.(iii)

Providing and placing in position reinforcement bars

including cutting, bending welding, joints where

8 necessary, hooking etc. complete as per drawing for all 76.00 Qtl 7194.00

lead and lifts. (b) TMT

Providing and laying plain / reinforced cement concrete

lining of M-15 grade in bed, side slopes and curvature

9 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) 11842.00 m2 387.80

(b) 15cm thick lining in Bed & slope 322.90 m 659.40

Providing and filling Asphalt of the approved make and

10 sand in the expension and contraction joints in the C.C. 4897.00 Rmt 68.03

lining including clearing the joints with air water jet.

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

NP3 class reinforced pipe with caulking the joints with

cement mortar 1:1 proportion using jutestring soaked in

cement slurry, finishing joints, and laying pipes to the

designed grade and levels, curing etc.complete for all lead

(a) (a) NP3 class 300 mm dia pipe 37.50 Rmt 665.40

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

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

Providing & fixing in position sign board of standard size

of 1.20mx0.90m with M.S angle 40mmx40mmx6mm

12 with 3mm thick iron plate including fixing in 1:5:10 prop. 1.00 Nos 3011.30

Concrete block size 40cmx40cmx75 cm including

painting existing data on the board etc. complete as direct.

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

Type - A. "W" Metal Beam Crash Barrier. Providing and

Erecting a "W" metal beam CRASH BARRIER

comprising of 3 mm thick corrugated sheet metal beam

rail, 70 cm above road/ground level fixed on ISMC series

channel vertical post,150 x 75 x 5 mm space 2.00 m

13 centre to centre 1.80 m high 1.10 m below ground/road 20.00 Rmt 3462.00

level,all steel parts and fitments to be galvanized by hot

dip process, all fittings to conform IS: 1367 and IS:

metal beam rail to be fixed on the vertical post with a

spacer of section 150 x 75 x 5 mm 330 mm long complete

as per MORTH Clause

Manufacture, supply and erection of vertical gate

consisting gate leaf, stiffeners, rubber seal, embedded

parts as shown in drawings including cost if materials,

fabrication, painting, erection in position with all

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 construction work including dubbing, titeling

etc. complete including cost of cassette/CD (b) Up to

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