Construction of VRB at Ch. 9360 mt & Ch. 9950 mt on Bhatpur Distry.

BILL OF QUANTITIES

Name of work :- Construction of VRB at Ch. 9360 mt & Ch. 9950 mt on Bhatpur Distry.

BILL OF QUANTITIES

Item Description of Item (with brief specification and reference to book of specifications) Quantity Unit Rate in Amount in Rs.

Removing of exiting disturbed C.C. Block lining including opening of joints, stacking

the same and disposing of stuff as directed etc. complete with all leads and lifts.

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 up to 1.0 km and all lifts.(By

machinery) (a) Above water table.

Providing and laying Plain / Reinforced cement concrete of cement, sand and metal (20

mm to 25 mm size) in following proportionl aid in situ including centering, shuttering,

temping, smooth finishing, curing etc. complete as directed for all leads and lifts

(Manually With Conventional Mixer) (iii)1:3:6 (A) Foundation Concrete.

Providing and laying plain/ reinforced ordinery portland 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.(Baching Plant Based, Including dewatering)

(B) Raft, Bottom slab of barel, footing of columns, piers, abutment and bottom slab of

ii (ii) M-20 grade 44.96 m3 4796.10

iii (iii) M-25 grade 28.16 m 4844.70

(D)Walls of barrels brest walls, staunching rings, pedustels of bearings, stoplog piers,

well staining ,transition wall etc.

ii (iii) M-25 grade 23.48 m3 5753.60

(E) Roadway slab, approch salb, chute floor slab, kerb, pier cap, abutment cap, hoisting

platform, top slab of barrel etc.

BILL OF QUANTITIES

ii (iii) M-25 grade 52.75 m3 5206.30

4 (F) (F) Top slab of bridge with main and cross girder of bridge etc.

i (iii) M-25 grade 16.26 m3 5905.80

Providing and placing in position reinforcement bars including cutting, bending welding,

5 joints where necessary, hooking etc.complete as per drawing for all lead and lifts. (b) 141.980 Qtl 7194.00

Earthwork in embankment using selected soil, soft & hard murrum excavated from

6 approved borrow area/village tanks etc.including breaking clods, dressing to the design 34.60 m3 67.00

section with lead up to 1.0 kilometer and all lifts.(By poclane machinary)

Compaction of selected soil / hard murrum / soft murrum in even thickness of 15 to

cms including watering rolling of suitable capacity etc. complete as directed.

Providing and fixing in position PVC heavy duty water stops in barrels, trough, and wing

wall with 25 mm wide expension joint as shown in drawing including filling the joints

with asphalt pad or bitumins or cork board of approved quality. (A) 225 mm wide PVC

Back fiing the foundation trenches around the structures etc. with selected excavated

stuff including watering, ramming, compacting etc. complete.(By machinary)

Construction of Granular sub-base 150 mm thick by providing coarse graded machine

crushed B.T.material satisfying MOST specification of grading I (B.T.stone aggregate 53 18.06 m3 826.00

mm to 26.5 mm 35%,26.5 to 4.75 mm-45% and 2.36 mm below-20%) including

spreading in uniform layer with motor grader on prepared surface,mixing by mix in place

method with rotavator at OMC and compacting with vibratory roller to achive the desired 26.00 m3 804.00

density etc.complete

Providing P.V.C 100mm diameter water spout including necessary iron gratings as per

BILL OF QUANTITIES

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

12 space 2.00 m centre to centre 1.80 m high 1.10 m below ground/road level,all steel parts 20.00 Rmt 3462.00

and fitments to be galvanized by hot dip process, all fittings to conform IS: 1367 and IS:

1364 metal beam rail to be fixed on the vertical post with a spacer of section 150 x 75 x

mm 330 mm long complete as per MORTH Clause

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 ISMC series

channel vertical post ,150 x 75x5 mm space 2.00 m centre to centre 1.80m high 1.10m

below ground/road level fixing at site shall be in C.C.M-20 block of size 50x50x100cms

for each post .All steel part sand fitments to be galvanized by hot dip process, all fitting

13 to conform IS:1367 andIS:1364 metal beam rai to be fixed on the vertical post with as 40.00 Rmt 4864.70

pacer of section 150x75x5mm 3.30 m long complete as per MORTH Clause810. Rates

including providing and fixing 3mm thick ACM type reflactor 100mm wide, type4 ,class-

B ,High inensity grade sheetin between two 'W' metal beam throught and reflactive 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)

Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to

14 give an required shape even shade after thoroughly brushing the surface to remove all 119.70 m2 117.40

dirt, and remains of loose powdered materials.etc complete

Providing & fixing in position sign board of standard size of 1.20mx0.90m with M.S

angle 40mmx40mmx6mm with 3mm thick iron plate including fixing in 1:5:10 prop.

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

complete as directed

Providing video graphy on the ocassion of function or for ongoing construction work

16 including dubbing, titeling etc. complete including cost of cassette/CD (b) Up to 4.00 3.00 4Hrs 1230.51

I/We am/are willing to carry out the work at _________________________________________________________________ % (percentage) above/below (Should be

written in figures and word) of the estimated rates mentioned above. Amount of my/our tender works out as under.-:

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

BILL OF QUANTITIES

*(Please strike out whichever is not applicable).

The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra

payment shall be made.

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.

In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement Consumption/16/C

4 Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost of difference of cement

consumption have been deducted from the rate of original item at the rate of input rate mentioned in all the tender.

Deputy Executive Engineer Executive Engineer

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