RENOVATION AND MODERNIZATION OF K.L.B.M.C. STRUCTURES AT CH: 8320 m TO CH: 12125 m (Package-03)

BILL Of QUANTITIES

BILL OF QUANTITIES

Name Of Work : RENOVATION AND MODERNIZATION OF K.L.B.M.C. STRUCTURES AT CH: 8320 m

TO CH: 12125 m (Package-03)

ITEM QTY. UNIT PER AMOUNT (INR)

1 Dismentalling the C.C Lining 2964.10 Sqmt 29.10

including disposing off the

dismentalled materials as

directed etc. complete. (a)

2 Dismentalling the existing stone 2202.96 Cum. 757.40

masonry including sorting out

and stacking the useful

materials and removing the

debries and making good the

damage etc. complete as

3 Dismentalling the R.C.C.work & 482.57 Cum. 1747.70

disposing off the stuff including

stacking of the useful materials

etc. complete as directed.

a)Light reinforcement.(Main bar

upto 16mm dia.)

4 Dismentalling the existing 755.25 Cum. 1165.20

foundation concrete including

disposing the dismentalled stuff

including sorting out and

stacking the useful materials

and removing the debries and

making good the damage etc.

complete as directed.(b) In

cement concrete.

5 Dismentalling the existing 480.00 Rmt 1281.70

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).(d)

mm to 1200 mm dia.

6 Excavation for foundation in all 7820.71 Cum. 81.50

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

km.and all lift (by machinery)

(A) Above Water Table

7 Excavation for foundation in 1777.11 Cum. 161.90

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

8 Excavation for foundation in all 8464.07 Cum. 86.10

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

Km and all lifts. (By machinery)

9 Providing and laying plain/ 1032.98 Cum. 4380.90

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-

10 Earthwork in embankment 8507.30 Cum. 118.10

using soil, soft & hard murrum

excavated from approved

borrow area/village tanks

etc.including breaking clods,

dressing to the design section

with lead up to 5.0 kilometer

and all lifts.(By poclane

11 Providing and fixing in position 385.00 Rmt 263.70

110 mm dia PVC pipe weep

holes in abutment, wing wall,

and laying training etc.

12 Providing and laying plain/ 1089.14 Cum. 4844.70

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 etc.(iv) M-25 grade.

12A (D) Walls of barrels, brestwall, 2062.27 Cum. 5753.60

staunching rings, pedestals of

bearing, stoplog piers, well

staining, transitionwall, etc. ( iii

12B (E) Roadway slab, approach 1173.26 Cum. 5206.30

slab, chute floor slab, kerb, pier

cap, abutment cap, hoisting

platform, top slab of barrel etc.

( iii ) M-25 grade.

13 Providing and placing in 3864.33 Qtl 7194.00

position reinforcement bars

including cutting, bending

welding, joints where necessary,

hooking etc. complete as per

drawing for all lead and lifts.(b)

14 Providing and fixing in position 136.00 Rmt 445.50

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 water stop

14A (A) 225mm wide PVC water 62.08 Rmt 384.90

15 Providing panel pitching having 2843.88 Sqmt 684.60

panels of 3.0 m x 3.0 min

cement concrete 1:3:6,

wide and 0.60m deep around

panels including filling the

panels with dry rubble 0.45 m

thick and filling the voids with

earth as directed.

16 Providing and laying plain/ 169.50 Cum. 3899.10

reinforced Nominal 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.(Manually With

Conventional Mixer, Excluding

dewatering).Foundation.(ii) M-

10 grade.(1:3:6)

17 Earthwork/Back filling with 3554.22 Cum. 144.50

selected earth including

watering ramming,Compaction

with pnuematic temping with all

lead and all lift etc complete

18 Providing and laying 4848.10 Sqmt 881.40

plain/reinforced cement

concrete lining of M 15 (MSA

mm) in bed, side slopes and

curvature including batching,

mixing, transporting, placing,

vibrating, smooth finishing,

curing including dewatering

where required. (MACHINERY

BASED by "BATCH MIX PLANT

& TRANSIT MIXER" - WITHOUT

PAVER MEMBRANE CURING)

cm thick lining in Bed / Slope

19 Providing and laying 198.36 Cum. 4844.70

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) ( B )

Raft, Bottom, slab of barrel,

footing of columns, piers,

abutments and bottom slab. ( iii

20 Providing and laying 1093.04 Cum. 5025.10

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) Piers,

abutment, wingwalls, headwall,

returnwall etc. (iv) M 25- grade

21 Providing and laying 75.00 Cum. 4685.10

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) (E)

Roadway slab, approach slab,

chute floor slab, kerb, pier cap,

abutment cap, hoisting platform,

top slab of barrel etc. ( i ) M-15

22 Providing and laying 1927.77 Cum. 4499.60

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)(C)Piers,

abutment, ingwalls, headwall,

return wall etc. ( ii ) M-15 grade.

23 Providing and casting in situ 24.08 Cum. 4046.74

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.

24 Constructing 1 m. wide steps in 95.80 Rmt 2433.20

brick/ stone masonry in c.m.

:5 dam slopes as per approved

drawing including excavation

etc. complete for zero leads and

lifts. (a) Using bricks works.

25 Excavation of canal/drains in all 19830.00 Cum. 82.40

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)

(up to 1.5 cumecs capacity of

26 Providing & fixing in position 8.00 Nos 1400.10

sign boards of standard size

0.45mx0.30m with M.S.angle

40mmx40 mmx6mm with 3mm

thick iron plate fixed in 1:5:10

prop. Concrete block size

40cmx40cmx75cm including

radium paint on both side etc.

27 Providing videography on the 28.00 hrs 1230.51

ocassion of function or for on

going construction work

including dubbing, titeling etc.

complete including cost of

cassette/CD.(b) Up to

28 Providing inspection steps while 14.40 Sqmt 3839.20

lining along canal slopes as per

drawing etc. Completeas

29 Supplying and laying trap 196.38 Cum. 1067.00

rubble stone of 10 to 30 kg. in

weight for toe and core filling

including conveying and

stacking to required line level,

slope section including all leads

and lifts, conveying materials

from stacks and laying etc.

30 Providing and filling sand below 78.96 Cum. 445.41

R.C.C. raft in layers including

raming and watering complete.

31 Providing inverted filter of 8 cm. 116.80 Sqmt 146.90

sand and 8 cm. gravel below/

behind wall/ pitching including

laying to correct slopes after

necessary trimming of earth

work etc. complete.

32 Providing G.I. 100mm diameter 24.00 Nos 536.03

water spouts including

necessary iron gratings as per

33 Suppliying and Spreading the 187.52 Cum. 924.04

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.)

34 Providing and filling the 341.26 Rmt 533.00

polysulphide joint selent of the

approved make in the expansion

and contraction joints in the c.c.

lining including clearing the

joints with air water jet.

35 Finishing wall with water 959.63 Sqmt 58.07

proofing cement paint on wall

surfaces (Two coats) to give an

approved brand and

manufacture and of reqd. shape

even shade after thoroughly

brushing the surface to remove

all dirt and remains of loose

powdered materials.

36 Providing and fixing in position 10.00 Nos 3011.30

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.

37 Providing and Erecting a "W" 420.00 Rmt 4864.70

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 centre to

centre 1.80 m high 1.10 m

below ground/road level fixing

at site shall be in C.C. M -

block of size 50 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 :

metal beam rail to be fixed on

the vertical post with a 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, 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)

38 Compaction of selected 7723.30 Cum. 10.40

soil/hardmurrum/soft murrum

in even thickness of 15 to

cms including watering rolling

of suitable capacity etc.

complete as directed.

39 Providing gauge plate of 10.00 Nos 8265.94

following size of material fibre

glass reinforced plastic with

engraved bands width and

figures with necessary clits and

fastenersand fixing the same at

the site of work etc complete

asdirected For 0.30 mt. x 1.0 mt.

40 Providing and laying 1013.99 Sqmt 659.40

plain/reinforced cement

concrete lining of M 15 in bed,

side slopes and curvature

including batching, mixing,

transporting, placing, smooth

finishing, curing including

dewatering where required.

(MACHINERY BASED WITHOUT

PAVER ) - 15 cm thick

41 Scrapping out old plaster & 943.92 Sqmt 58.30

cleaning the surface including

scaffolding, racking, out the

joints 20 mm deep etc. complete

42 Providing and laying plain/ 116.63 Cum 5158.40

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). Roadway

slab, approch salb, chute floor

slab, kerb, pier cap, abutment

cap, hoisting platform, top slab

of barrel etc. (ii) M-20 grade.

43 Providing water proof cement 2370.78 Sqmt 300.50

plaster 20mm thick in cement

mortar 1:3 proportion with one

kilogram of water proofing

material per bag (50 Kg) of

cement including cleaning the

surface, neat finishing, curing

scaffolding etc. complete for all

leads and lifts.

44 Desilting of various structure of 524.32 Cum. 233.00

canals and distribution sysytem

including depositing the same as

directed with all leads and lift.

45 Provinding and laying 119.50 Cum. 4049.40

Uncoursed Rubble masonarry in

ordenaray porrtland cement

mortar 1:5 proportion in super

structure including scaffolding

rackingout,joints, curing

etc.complete for all lead and lift

46 Supplying and laying flexible 502.00 Nos 2180.80

gabions of size 1m x 1m x

m (mesh size 150mm x

150mm)of rope 9mm dia P.P.

materials mesh opening

mm * 100 mm filled with

to 40 kg trap rubble stone

(approximate weight

tonne) as per drawing

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 etc.

47 Back fiing the foundation 469.00 Sqm 19.50

trenches around the structures

etc. with selected excavated

stuff including watering,

ramming, compacting etc.

complete.(By machinary)

48 Providing and laying 75mm 560.00 Sqm 282.30

wearing coat of ordinery

portland cement concrete M-15

grade including laying on

proper camber, tamping,

screening, finishing, broomung

or grooving etc. complete for all

leds and lifts.

49 Providing hard murrum/soft 216.00 Cum 426.90

murrum on canal service road

including sprading the same

dressing the top surface in

required grade and camber etc.

50 Earthwork in embankment 53.75 Cum 66.40

using selected soil,soft & hard

murrum excavated from

approved borrow area / village

tank etc.including conveying,

spreading in uniform layers,

breaking clods and dressing to

the designed section for

following leads and all lifts

etc.complete.(By machinery-

Poclane Ex.280)3(A) For lead

51 Providing and fixing in position 15.00 M 5758.40

(different diameter) I.S NP3

class reinforced pipe with

caulking the joints with cement

mortar 1:1 proportion using

jute string soaked in cement

slurry, finishing joints, and

laying pipes to the designed

grade and levels, curing etc.

complete for all lead and lifts. g)

NP3 class 1200mm dia pipe.

Total Cost (Rs.) ₹9,44,62,728.60

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