RENOVATION AND MODERNIZATION OF K.L.B.M.C. STRUCTURES AT CH: 23420 m TO CH: 29315 m (Package-06)

BILL Of QUANTITIES

BILL OF QUANTITIES

Name Of Work :- RENOVATION AND MODERNIZATION OF K.L.B.M.C. STRUCTURES AT CH:

23420 m TO CH: 29315 m (Package-06)

ITEM QTY. UNIT PER

Dismentalling the C.C Lining including

disposing off the dismentalled

materials as directed etc. complete.

(a) 7.50 cm thick

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

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 upto 16mm

Dismentalling the existing foundation

concrete including disposing the

dismentalled stuff including sorting out

4 and stacking the useful materials and 775.64 Cum. 1165.20

removing the debries and making

good the damage etc. complete as

directed.(b) In cement concrete.

Dismentalling the existing R.C.C.pipes

of the following diameter including

sorting out and stacking of the useful

5 materials including refilling the 480.00 Rmt 1281.70

trenches etc. complete as directed.

(NP-2 pipes).(d) 1000 mm to 1200 mm

Excavation for foundation in all sorts of

soil including yelloow, 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 lift (by

machinery) (A) Above Water Table

Excavation for foundation in soft rock

including depositing the excavated

stuff as and where directed etc.

complete for lead upto 1.0 Km and all

lifts.(By machinary). (b) Below water

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

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). Raft,

Bottom slab of barel, footing of

columns, piers, abutment and bottom

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

Earthwork in embankment using soil,

soft & hard murrum excavated from

approved borrow area/village tanks

10 etc.including breaking clods, dressing 3060.02 Cum. 118.10

to the design section with lead up to

5.0 kilometer and all lifts.(By poclane

Providing and fixing in position

mm dia PVC pipe weep holes in

abutment, wing wall, and laying

training 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, Including dewatering). Raft,

Bottom slab of barel, footing of

columns, piers, abutment and bottom

slab of sump etc.(iii) M-25 grade.

(D)Walls of barrels, brestwall, staunching

rings, pedestals of bearing, stoplog

piers, well staining, transitionwall, etc.

(iii) M-25 grade.

(E)Roadway slab, approch salb, chute

floor slab, kerb, pier cap, abutment

cap, hoisting platform, top slab of

barrel etc.(iii) M-25 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)

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.(B) 300mm wide PVC

14A (A) 225mm wide PVC water stop 186.24 Rmt 384.90

Providing panel pitching having panels

of 3.0 m x 3.0 min cement concrete

1:3:6, 0.30 wide and 0.60m deep

15 around panels including filling the 1080.00 Sqmt 684.60

panels with dry rubble 0.45 m thick

and filling the voids with earth as

Providing and laying plain/ reinforced

Nominal Mix cement concrete of

various grade with cement, sand and

coarse aggregates including

centering, shuttering, batching,

16 mixing, transporting, placing, 178.41 Cum. 3899.10

vibrating, smooth finishing, curing etc.

complete for all lead and lift.(Manually

With Conventional Mixer, Excluding

dewatering).Foundation.(ii) M-10

Earthwork/Back filling with selected

earth including watering

17 ramming,Compaction with pnuematic 3208.14 Cum. 144.50

temping with all lead and all lift etc

Providing and laying plain/reinforced

cement concrete lining of M 15 (MSA

20 mm) in bed, side slopes and

curvature including batching, mixing,

transporting, placing, vibrating,

18 smooth finishing, curing including 6778.00 Sqmt 881.40

dewatering where required.

(MACHINERY BASED by "BATCH MIX

PLANT & TRANSIT MIXER" - WITHOUT

PAVER MEMBRANE CURING) 20 cm

thick lining in Bed / Slope

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,

19 smooth finishing, curing etc. complete 56.28 Cum. 4685.10

for all lead and lift.(Baching Plant

Based, Including dewatering) (E)

Roadway slab, approach slab, chute

floor slab, kerb, pier cap, abutment

cap, hoisting platform, top slab of

barrel etc. ( i ) M-15 grade.

Providing and laying plain/reinforced

Design Mix cement concrete of various

grade with cement, sand and coarse

aggregates including centering,

shuttering, batching, mixing,

20 transporting, placing, vibrating, 2305.44 Cum. 4499.60

smooth finishing, curing etc. complete

for all lead and lift.(Baching Plant

Based, Including dewatering)(C)Piers,

abutment, ingwalls, headwall, return

wall etc. ( ii ) M-15 grade.

Providing and casting in situ

ordinarycement concrete M-200 for

average 75 mm thick wearing coat laid

as directed including tamping

,vibrating, finishing, curing and filling

in joints with bitumen complete.

Constructing 1 m. wide steps in brick/

stone masonry in c.m. 1 :5 dam slopes

22 as per approved drawing including 260.00 Rmt 2433.20

excavation etc. complete for zero leads

and lifts. (a) Using bricks works.

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

23 where directed including dressing the 32030.00 Cum. 82.40

canal section upto lead of 50 meter and

all lift including clearing the site etc.

complete (By machinery for

canal/drain maintanance) (up to

cumecs capacity of canal/drain)

Providing & fixing in position sign

boards of standard size 0.45mx0.30m

with M.S.angle 40mmx40 mmx6mm

24 with 3mm thick iron plate fixed in 8.00 Nos 1400.10

1:5:10 prop. Concrete block size

40cmx40cmx75cm including radium

paint on both side etc. complete.

Providing videography on the ocassion

of function or for on going construction

25 work including dubbing, titeling etc. 20.00 hrs 1230.51

complete including cost of

cassette/CD.(b) Up to 4.00 hours

Providing inspection steps while lining

26 along canal slopes as per drawing etc. 14.40 Sqmt 3839.20

Completeas dirercted.

Supplying and laying trap rubble stone

of 10 to 30 kg. in weight for toe and

core filling including conveying and

27 stacking to required line level, slope 132.60 Cum. 1067.00

section including all leads and lifts,

conveying materials from stacks and

laying etc. complete.

Providing and filling sand below

28 R.C.C. raft in layers including raming 66.32 Cum. 445.41

and watering complete.

Providing inverted filter of 8 cm. sand

and 8 cm. gravel below/ behind wall/

29 pitching including laying to correct 178.96 Sqmt 146.90

slopes after necessary trimming of

earth work etc. complete.

Providing G.I. 100mm diameter water

30 spouts including necessary iron 24.00 Nos 536.03

gratings as per drawings.

Suppliying and Spreading the graded

stone aggregate for rolling and

W.B.M. including filling the interstices

to required camber and gradient

(excluding spreading of Blindage)(ii)

40mm to 63mm size aggreagates (H.B.)

Providing and filling the polysulphide

joint selent of the approved make in

32 the expansion and contraction joints in 246.24 Rmt 533.00

the c.c. lining including clearing the

joints with air water jet.

Finishing wall with water proofing

cement paint on wall surfaces (Two

coats) to give an approved brand and

33 manufacture and of reqd. shape even 923.22 Sqmt 58.07

shade after thoroughly brushing the

surface to remove all dirt and remains

of loose powdered materials.

Providing and fixing in position Sign

board of standard size 1.20m x 0.90m

with M.S. angle 40mm x 40mm x 6mm

with 3mm thick iron plate in 1:5:10

proportion concrete block size 40cm x

40cm x 75 cm including painting

existing data on the board etc.

complete as directed.

Providing and Erecting a "W" metal

beam CRASH BARRIER comprising of

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

centre to centre 1.80 m high 1.10 m

below ground/road level fixing at site

shall be in C.C. M - 20 block of size

x 50 x 100 cms for each post. All steel

parts and fitments to be galvanized by

hot dip process, all fitting 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 5 mm

m long complete as per MORTH Clause

810. Rates including providing and

fixing 3 mm thick ACM type reflactor

100 mm wide, type4, class-B, High

inensity grade sheeting 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)

Compaction of selected

soil/hardmurrum/soft murrum in even

36 thickness of 15 to 20 cms including 3060.02 Cum. 10.40

watering rolling of suitable capacity

etc. complete as directed.

Providing gauge plate of following size

of material fibre glass reinforced

plastic with engraved bands width and

37 figures with necessary clits and 8.00 Nos 8265.94

fastenersand fixing the same at the site

of work etc complete asdirected For

0.30 mt. x 1.0 mt. gauge patti.

Providing water proof cement plaster

20mm thick in cement mortar 1:3

proportion with one kilogram of water

38 proofing material per bag (50 Kg) of 4382.08 Sqmt 300.50

cement including cleaning the surface,

neat finishing, curing scaffolding etc.

complete for all leads and lifts.

Desilting of various structure of canals

and distribution sysytem including

depositing the same as directed with

all leads and lift.

Supplying and laying flexible gabions

of size 1m x 1m x 0.5 m (mesh size

150mm x 150mm)of rope 9mm dia

P.P. materials mesh opening 100 mm *

100 mm filled with 20 to 40 kg trap

rubble stone (approximate weight

40 0.75 tonne) as per drawing 1506.00 Nos 2180.80

including packing, inter locking of

stones and stiching, fusing top of

gabione and tying to each other

and laying to the required line, level,

slope with all leads and lifts as directed

Total Cost (Rs.)

I/We am/are willing to carry out the work at… ...................... % above/below percent

(Should be written in figures and words) of the estimated rate mentioned above. Amount

of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

Contractor Executive Engineer