Renovation and Modernization of K.L.B.M.C. Structures at CH: 3720 to CH: 8310 m (Package-2) (IFB/Tender Notice No. 04 Of 2026-27)

BILL OF QUANTITIES

Name Of Work : Renovation and Modernization of K.L.B.M.C. Structures at CH: 3720 to

CH: 8310 m (Package-2)

ITEM QTY. UNIT PER

1 Dismentalling the C.C Lining 3820.80 Sqmt 29.10

including disposing off the

dismentalled materials as directed

etc. complete. (a) 7.50 cm thick

2 Dismentalling the existing stone 2724.35 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 & 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

4 Dismentalling the existing 1658.51 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) 1000 mm to 1200 mm

6 Excavation for foundation in all 5951.00 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 1.0 km.and all lift (by

machinery) (A) Above Water Table

7 Excavation for foundation in soft 2424.08 Cum. 161.90

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 table

8 Excavation for foundation in all 9855.10 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 1.0 Km and all lifts. (By

9 Providing and laying plain/ 996.96 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-15 grade.

10 Earthwork in embankment using 15788.39 Cum. 118.10

soil, 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 430.00 Rmt 263.70

110 mm dia PVC pipe weep holes

in abutment, wing wall, and laying

training etc. complete.

12 Providing and laying plain/ 1578.42 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,

Including dewatering). Raft,

Bottom slab of barel, footing of

columns, piers, abutment and

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

12A Walls of barrels, brestwall, 2825.85 Cum. 5753.60

staunching rings, pedestals of

bearing, stoplog piers, well

staining, transitionwall, etc. (iii) M-

12B Roadway slab, approch salb, chute 861.41 Cum. 5206.30

floor slab, kerb, pier cap, abutment

cap, hoisting platform, top slab of

barrel etc.(iii) M-25 grade

13 Providing and placing in position 3659.03 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 Fe-500

14 Providing and fixing in position 252.00 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

14A (A) 225 mm wide PVC water stop 93.12 Rmt 384.90

15 Providing panel pitching having 8103.09 Sqmt 684.60

panels 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/ 276.70 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

17 Earthwork/Back filling with 4654.21 Cum. 144.50

selected earth including watering

ramming,Compaction with

pnuematic temping with all lead

and all lift etc complete

18 Providing and laying 6181.00 Sqmt 881.40

plain/reinforced cement concrete

lining of M 15 (MSA 20 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

19 Providing and laying 87.96 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

20 Providing and laying 56.28 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 grade.

21 Providing and laying 1674.18 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.

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 249.70 Rmt 2433.20

brick/ 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 33420.00 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

25 Providing & fixing in position sign 12.00 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.

26 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 4.00 hours

27 Providing inspection steps while 14.40 Sqmt 3839.20

lining along canal slopes as per

drawing etc. Completeas dirercted.

28 Supplying and laying trap rubble 157.88 Cum. 1067.00

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

29 Providing and filling sand below 78.96 Cum. 445.41

R.C.C. raft in layers including

raming and watering complete.

30 Providing inverted filter of 8 cm. 114.04 Sqmt 146.90

sand and 8 cm. gravel below/

behind wall/ pitching including

laying to correct slopes after

necessary trimming of earth work

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

water spouts including necessary

iron gratings as per drawings.

32 Suppliying and Spreading the 112.52 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.)

33 Providing and filling the 562.37 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.

34 Finishing wall with water proofing 1610.63 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 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.

36 Providing and Erecting a "W" metal 480.00 Rmt 4864.70

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 - 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 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)

37 Compaction of selected 15788.39 Cum. 10.40

soil/hardmurrum/soft murrum in

even thickness of 15 to 20 cms

including watering rolling of

suitable capacity etc. complete as

38 Providing gauge plate of following 8.00 Nos 8265.94

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

mt. x 1.0 mt. gauge patti.

39 Providing and laying 1466.17 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

40 Scrapping out old plaster & 2575.44 Sqmt 58.30

cleaning the surface including

scaffolding, racking, out the joints

20 mm deep etc. complete

41 Repairs and Rehabilitation of 28.12 Sqmt 3765.00

structurally distressed RCC

members like girders\slabs by

Guniting process at 9 M. Height

from G.L in grade of (0.2: 5: 15)

(Conbond Acryl SP of colossus 45-

47% solid content: cement: white

sand) + 125 gms P.P fiber per

cement bag including Scaffolding,

Chipping, 2" X 2" G.I welded

wiremesh, all material, labour and

lead. (a) 40mm thickness

42 Providing water proof cement 5153.87 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.

43 Desilting of various structure of 816.03 Cum. 233.00

canals and distribution sysytem

including depositing the same as

directed with all leads and lift.

44 Provinding and laying Uncoursed 295.95 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

45 Supplying and laying flexible 753.00 Nos 2180.80

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

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.

Total Cost (Rs.) ₹10,17,08,799.13

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