Renovation and Modernization of Chhirma minor of Vedchhi Distry

BILL OF QUANTITIESAquaduct

Name of work:- Renovation and Modernization of Chhirma minor of Vedchhi 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

1 cutting and removing trees upto 0.5 m girth, 1.50 Ha 2887.99

bushes,shrubs etc.complete.

Dismentalling the existing stone masonry

including sorting out and stacking the useful

2 materials and removing the debries and making 36.70 C.M. 757.40

good the damage etc. complete as directed.

(b) In cement mortar

Dismantalling the C.C. lining including including

3 disposing off the dismentalled materials as 5099.00 m2 29.10

directed etc. complete. 15(b) 7.50 cm thick

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

following diameter including sorting out and

4 stacking of the useful materials including 30.00 Rmt. 873.90

refilling the trenches etc. complete as 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 the

canal section upto lead of 50 meter and all lift

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

6 depositing the excavated stuff in uniform layers 592.00 C.M. 81.50

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

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 Nominal

Mix cement concrete of various grade with

cement, sand and coarse aggregates including

9 centering, shuttering, batching, mixing,

transporting, placing, vibrating, smooth

finishing, curing etc. complete for all lead and

lift.(Batching plant based, excluding dewatering)

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

Raft,bottom slab of barel,footing of

(i) columns,piers, abutment and bottom slab of 94.00 C.M. 4398.20

sump etc.(i) M-15 grade

Piers,abutment, wingwalls, headwall, returnwall

etc.(iii) M-20 grade

Providing and placing in position reinforcement

bars including cutting, bending welding, joints

where necessary, hooking etc. complete as per

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

(b) (B) 15cm thick lining in Bed & slope 281.00 S.M 659.40

Providing and filling Asphalt of the approved

make and sand in the expension and contraction

joints in the C.C. 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

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.

(a) (a) NP3 class 300 mm dia pipe 20.00 Rmt 665.40

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

(e) (e) NP3 class 900 mm dia pipe. 60.00 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 plate

14 including fixing in 1:5:10 prop. Concrete block 1.00 Nos. 3011.30

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

Providing and Erecting a 'w' metal beam CRASH

BARRIER comprising of 3mm thick corrugated

sheet metal beam rail,70cm above road/ground

level fixed on ISMS series channel vertical

post,150*75*5 space 2.00 m center to center

m high 1.10 m below ground/road level fixing at

site shall be in C.C M-20 Block of size

50*50*100cms for each post.All steel parts and

fitmensts to be galvanized by hot dip process, all

fitting to confirm IS:1367 and IS: 1364 metel

15 beam rail to be fixed on the vertical post with a 190.00 Rmt. 4864.70

spacer of section 150 x 75 x 5 mm 3.30 m long

complete as per MORTH clause 810. rates

including providing and fixing 3 mm thick ACM

type reflactor 100 mm wide, type 4, class-B, high

intensity grade sheeting between two "W" metal

beam throught and reflective unit at the top of

vertical post as per IRC:67-2012 etc. Complete

as per detailed drawing and directed by engineer-

in-charge.(Metal beam crash barrier for approch)

Manufacture, supply and erection of vertical gate

consisting gate leaf, stiffeners, rubber seal,

embedded parts as shown in drawings including

16 cost if materials, fabrication, painting, erection in 1.00 Nos. 52344.81

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

Informatory Signs :-Providing and fixing sing

boards made out of 2mm aluminium sheet; size

80 x 60cms. rectangle as per the design of IRC-

671977 pre treated with phospheting process &

acid teching; coated with one coat of

epoxyprimer and two coats of best qualityepoxy

paint; reflectorised with retro refiective sheeting

as per latest M.O.S.T. Specifications; 3.1m long

stand postand frame fabricated from suitable

18 sizeiron angle of 35 x 35 x 3mm75x75x6mm as 6.00 Nos. 3856.89

required; painted with best qualityepoxy coatings

in black and whitebends. the details of symbol

for eachboard shall details of symbol for

eachboard shall be as per the instruction

ofengineer in charge. The fixing at site shall be in

1:2:4 CC block of size 45 x45 x 60cms. for each

leg. including excavation curing tec. complete

under the supervision of engineer in charge.(A)

Engineer Grade(VR)..

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