RENOVATION AND MODERNIZATION OF CH: K.L.B.M.C. STRUCTURES AT 12400 m TO CH. 17890 m (Package-04)

BILL Of QUANTITIES

BILL OF QUANTITIES

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

12400 m TO CH. 17890 m (Package-04)

ITEM QTY. UNIT PER

1 Dismentalling the C.C Lining including 4067.50 Sqmt 29.10

disposing off the dismentalled

materials as directed etc. complete. (a)

2 Dismentalling the existing stone 2903.86 Cum. 757.40

masonry including sorting out and

stacking the useful materials and

removing the debries and making good

the damage etc. complete as directed.

3 Dismentalling the R.C.C.work & 214.04 Cum. 1747.70

disposing off the stuff including

stacking of the useful materials etc.

complete as directed. a)Light

reinforcement.(Main bar upto 16mm

4 Dismentalling the existing foundation 974.04 Cum. 1165.20

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 R.C.C.pipes 600.00 Rmt 1281.70

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) 1000 mm to 1200 mm dia.

6 Excavation for foundation in all sorts of 6423.00 Cum. 81.50

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

7 Excavation for foundation in soft rock 2155.26 Cum. 161.90

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 table

8 Excavation for foundation in all sorts of 9604.00 Cum. 86.10

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

9 Providing and laying plain/ reinforced 1056.98 Cum. 4380.90

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.

10 Earthwork in embankment using soil, 10819.1 Cum. 118.10

soft & hard murrum excavated from

approved borrow area/village tanks

etc.including breaking clods, dressing

to the design section with lead up to

kilometer and all lifts.(By poclane

11 Providing and fixing in position 110 539.00 Rmt 263.70

mm dia PVC pipe weep holes in

abutment, wing wall, and laying

training etc. complete.

12 Providing and laying plain/ reinforced 1429.50 Cum. 4844.70

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.

12A Walls of barrels, brestwall, staunching 2854.13 Cum 5753.60

rings, pedestals of bearing, stoplog

piers, well staining, transitionwall, etc.

(iii) M-25 grade.

12B Roadway slab, approch salb, chute floor 898.37 Cum 5206.30

slab, kerb, pier cap, abutment cap,

hoisting platform, top slab of barrel

etc.(iii) M-25 grade

13 Providing and placing in position 4234.22 Qtl 7194.00

reinforcement bars including cutting,

bending welding, joints where

necessary, hooking etc. complete as per

drawing for all lead and lifts.(b) TMT

14 Providing and fixing in position PVC 160.00 Rmt 445.50

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

14B (A) 225mm wide PVC water stop 155.20 Rmt 384.90

15 Providing panel pitching having panels 3340.11 Sqmt 684.60

of 3.0 m x 3.0 min cement concrete

1:3:6, 0.30 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/ reinforced 243.74 Cum. 3899.10

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

17 Earthwork/Back filling with selected 4310.52 Cum. 144.50

earth including watering

ramming,Compaction with pnuematic

temping with all lead and all lift etc

18 Providing and laying plain/reinforced 7097.80 Sqmt 881.40

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) 20 cm thick

lining in Bed / Slope

19 Providing and laying plain/reinforced 333.30 Cum. 5025.10

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

20 Providing and laying plain/reinforced 75.00 Cum. 4685.10

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-

21 Providing and laying plain/reinforced 2499.50 Cum. 4499.60

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.

22 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.

23 Constructing 1 m. wide steps in brick/ 206.60 Rmt 2433.20

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

as per approved drawing including

excavation etc. complete for zero leads

and lifts. (a) Using bricks works.

24 Excavation of canal/drains in all sorts 43200.0 Cum. 82.40

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

cumecs capacity of canal/drain)

25 Providing & fixing in position sign 10.00 Nos 1400.10

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. complete.

26 Providing videography on the ocassion 24.00 hrs 1230.51

of function or for on going construction

work including dubbing, titeling etc.

complete including cost of

cassette/CD.(b) Up to 4.00 hours

27 Providing inspection steps while lining 14.40 Sqmt 3839.20

along canal slopes as per drawing etc.

Completeas dirercted.

28 Supplying and laying trap rubble stone 175.98 Cum. 1067.00

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. complete.

29 Providing and filling sand below R.C.C. 76.44 Cum. 445.41

raft in layers including raming and

watering complete.

30 Providing inverted filter of 8 cm. sand 177.92 Sqmt 146.90

and 8 cm. gravel below/ behind wall/

pitching including laying to correct

slopes after necessary trimming of

earth work etc. complete.

31 Providing G.I. 100mm diameter water 24.00 Nos 536.03

spouts including necessary iron

gratings as per drawings.

32 Suppliying and Spreading the graded 187.52 Cum. 924.04

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.)

33 Providing and filling the polysulphide 653.56 Rmt 533.00

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.

34 Finishing wall with water proofing 975.02 Sqmt 58.07

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.

35 Providing and fixing in position Sign 8.00 Nos 3011.30

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

36 Providing and Erecting a "W" metal 580.00 Rmt 4864.70

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 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 : 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)

37 Compaction of selected 10535.1 Cum. 10.40

soil/hardmurrum/soft murrum in even

thickness of 15 to 20 cms including

watering rolling of suitable capacity etc.

complete as directed.

38 Providing gauge plate of following size 8.00 Nos 8265.94

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

mt. gauge patti.

39 Providing and laying plain/reinforced 2027.98 Sqmt 659.40

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

40 Scrapping out old plaster & cleaning the 3012.96 Sqmt 58.30

surface including scaffolding, racking,

out the joints 20 mm deep etc. complete

41 Providing water proof cement plaster 6408.51 Sqmt 300.50

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.

42 Desilting of various structure of canals 1366.38 Cum. 233.00

and distribution sysytem including

depositing the same as directed with all

leads and lift.

43 Provinding and laying Uncoursed 229.40 Cum. 4049.40

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

44 Supplying and laying flexible gabions 1255.00 Nos 2180.80

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

0.75 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. complete.

45 Providing and laying plain/ reinforced 233.24 Cum 5158.40

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-

46 Back fiing the foundation trenches 185.00 Sqm 19.50

around the structures etc. with selected

excavated stuff including watering,

ramming, compacting etc. complete.(By

47 Providing and laying 75mm wearing 518.00 Sqm 282.30

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.

48 Providing hard murrum/soft murrum 216.00 Cum 426.90

on canal service road including

sprading the same dressing the top

surface in required grade and camber

49 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.)

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