Renovation of VRB at ch. 4367 mt. on Bamaniya Distry.

Name of work:- Renovation of VRB at ch. 4367 mt. on Bamaniya 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

1 Removing of exiting disturbed C.C. Block lining

including opening of joints, stacking the same and 212.50 m2 29.10

disposing of stuff as directed etc. complete with all leads

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 to 900 mm dia.

Dismentalling the R.C.C.work & disposing off the stuff

including stacking of the useful materials etc. complete as

directed. (a)Light reinforcement. (Main bar up to 16mm

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

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,

5 shuttering, temping, smooth finishing, curing etc. 114.38 m 4110.50

complete as directed for all leads and lifts (Manually With

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

6 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.(Baching Plant

Based, Including dewatering)

10(B) Raft, Bottom slab of barel, footing of columns,

piers, abutment and bottom slab of sump etc.

(i) M-15 grade 32.73 m

(ii) M-20 grade 33.32 m

10 ( D )Walls of barrels brest walls, staunching rings,

pedustels of bearings, stoplog piers, well staining

,transition wall etc.

(i) M-15 grade 64.18 m

(E) Roadway slab, approch salb, chute floor slab, kerb,

pier cap, abutment cap, hoisting platform, top slab of

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

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

UKAI L.B.C.Inv.Dn.No.2 VALOD

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

No. reference to book of specifications) Figures

Earthwork in embankment using selected soil, soft & hard

murrum excavated from approved borrow area/village

8 tanks etc.including breaking clods, dressing to the design 27.56 m 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 20 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

10 expension joint as shown in drawing including filling the 36.68 Rmt. 384.90

joints with asphalt pad or bitumins or cork board of

approved quality. (A) 225 mm wide PVC water stop.

Back fiing the foundation trenches around the structures

11 etc. with selected excavated stuff including watering, 79.38 m 19.50

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 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

density etc.complete

Providing P.V.C 100mm diameter water spout including

necessary iron gratings as per drawing

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

14 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

Finishing wall with weather proof exterior emulsion paint

on wall surface (two coats) to give an required shape even

15 shade after thoroughly brushing the surface to remove all 179.05 m2 116.24

dirt, and remains of loose powdered materials.etc

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

Providing video graphy on the ocassion of function or for

ongoing construction work including dubbing, titeling etc.

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

UKAI L.B.C.Inv.Dn.No.2 VALOD

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 _________________________________________________________________

% (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

*(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-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

4 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 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.

SIGNATURE OF CONTRACTOR Executive Engineer

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

UKAI L.B.C.Inv.Dn.No.2 VALOD