Renovation and Modernization of K.L.B.M.C. Structures at CH: 00 to CH: 3400 m (Package-1)

BILL OF QUANTITIES

Name Of Work : Renovation and Modernization of K.L.B.M.C. Structures at CH: 00 to CH:

3400 m (Package-1)

ITEM QTY. UNIT PER AMOUNT (INR)

Dismentalling the C.C Lining including

1 disposing off the dismentalled materials as 2520.80 Sqmt 29.10

directed etc. complete. (a) 7.50 cm thick

Dismentalling the existing stone masonry

including sorting out and stacking the useful

2 materials and removing the debries and 1709.98 Cum. 757.40

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 dia.)

Dismentalling the existing 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.

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).(d) 1000 mm to

Excavation for foundation in all sorts of soil

including yelloow, sandy,gravelly soil,soft &

Hard murrum etc. Dry Condition Including

6 depositing the excavated stuff in uniform 8295.00 Cum. 81.50

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

7 and where directed etc. complete for lead 2133.54 Cum. 161.90

upto 1.0 Km and all lifts.(By machinary). (b)

Below water table

Excavation for foundation in all sorts of soil

including yellow, sandy, gravelly soil, soft &

hard murrum, etc. dry condition including

8 depositing the excavated stuff in uniform 8991.54 Cum. 86.10

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,

Name Of Work : Renovation and Modernization of K.L.B.M.C. Structures at CH: 00 to CH:

3400 m (Package-1)

ITEM QTY. UNIT PER AMOUNT (INR)

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 etc.including

breaking clods, dressing to the design section

with lead up to 5.0 kilometer and all lifts.(By

poclane machinary)

Providing and fixing in position 110 mm dia

11 PVC pipe weep holes in abutment, wing wall, 261.00 Rmt 263.70

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,

12 transporting, placing, vibrating, smooth 1264.76 Cum. 4844.70

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.

(D) Walls of barrels, brestwall, staunching

rings, pedestals of bearing, stoplog piers, well 2258.71 Cum. 5753.60

staining, transitionwall, etc. ( iii ) M-25 grade

(E) Roadway slab, approach slab, chute floor

12- slab, kerb, pier cap, abutment cap, hoisting Cum.

B platform, top slab of barrel etc. ( iii ) M-25

Providing and placing in position

reinforcement bars including cutting, bending

13 welding, joints where necessary, hooking etc. 2903.41 Qtl 7194.00

complete as per drawing for all lead and

lifts.(b) TMT Fe-500

Providing and fixing in position PVC heavy

duty water stops in barrels, trough, and wing

wall with 25 mm wide expension joint as

14 shown in drawing including filling the joints 229.00 Rmt 445.50

with asphalt pad or bitumins or cork board of

approved quality.(B) 300mm wide PVC water

Providing panel pitching having panels of

m x 3.0 min cement concrete 1:3:6, 0.30 wide

15 and 0.60m deep around panels including 9274.75 Sqmt 684.60

filling the panels with dry rubble 0.45 m thick

and filling the voids with earth as directed.

Name Of Work : Renovation and Modernization of K.L.B.M.C. Structures at CH: 00 to CH:

3400 m (Package-1)

ITEM QTY. UNIT PER AMOUNT (INR)

Providing and laying plain/ 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

Earthwork/Back filling with selected earth

including watering ramming,Compaction

with pnuematic temping with all lead and all

lift etc complete

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 dewatering 4366.40 Sqmt 881.40

where required. (MACHINERY BASED by

"BATCH MIX PLANT & TRANSIT MIXER" -

WITHOUT PAVER MEMBRANE CURING)

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,

19 transporting, placing, vibrating, smooth 190.26 Cum. 5025.10

finishing, curing etc. complete for all lead and

lift.(Baching Plant Based, Including

dewatering) Piers, abutment, wingwalls,

headwall, returnwall etc. (iv) M 25- grade

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

20 finishing, curing etc. complete for all lead and 56.28 Cum. 4685.10

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 )

Name Of Work : Renovation and Modernization of K.L.B.M.C. Structures at CH: 00 to CH:

3400 m (Package-1)

ITEM QTY. UNIT PER AMOUNT (INR)

Providing and laying plain/reinforced Design

Mix cement concrete of various grade with

cement, sand and coarse aggregates including

centering, shuttering, batching, mixing,

21 transporting, placing, vibrating, smooth 2452.80 Cum. 4499.60

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

22 wearing coat laid as directed including 24.08 Cum. 4046.74

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 as per

23 approved drawing including excavation etc. 352.00 Rmt 2433.20

complete for zero leads and lifts. (a) Using

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 where directed including

dressing the canal section upto lead of

meter and all lift including clearing the site

etc. complete (By machinery for canal/drain

maintanance) (up to 1.5 cumecs capacity of

Providing & fixing in position 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. complete.

Providing videography on the ocassion of

function or for on going construction work

26 including dubbing, titeling etc. complete 24.00 hrs 1230.51

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

Providing inspection steps while lining along

27 canal slopes as per drawing etc. Completeas 17.28 Sqmt 3839.20

Supplying and laying trap rubble stone of

to 30 kg. in weight for toe and core filling

28 including conveying and stacking to required 157.88 Cum. 1067.00

line level, slope section including all leads and

lifts, conveying materials from stacks and

Name Of Work : Renovation and Modernization of K.L.B.M.C. Structures at CH: 00 to CH:

3400 m (Package-1)

ITEM QTY. UNIT PER AMOUNT (INR)

laying etc. complete.

Providing and filling sand below R.C.C. raft in

29 layers including raming and watering 78.96 Cum. 445.41

Providing inverted filter of 8 cm. sand and

cm. gravel below/ behind wall/ pitching

30 including laying to correct slopes after 120.00 Sqmt 146.90

necessary trimming of earth work etc.

Providing G.I. 100mm diameter water spouts

31 including necessary iron gratings as per 24.00 Nos 536.03

Suppliying and Spreading the graded stone

aggregate for rolling and W.B.M. including

32 filling the interstices to required camber and 112.52 Cum. 924.04

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 the expansion

33 and contraction joints in the c.c. lining 867.34 Rmt 533.00

including clearing the joints with air water

Finishing wall with water 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.

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

35 plate in 1:5:10 proportion concrete block size 16.00 Nos 3011.30

40cm x 40cm x 75 cm including painting

existing data on the board etc. complete as

Name Of Work : Renovation and Modernization of K.L.B.M.C. Structures at CH: 00 to CH:

3400 m (Package-1)

ITEM QTY. UNIT PER AMOUNT (INR)

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 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

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

37 thickness of 15 to 20 cms including watering 17724.43 Cum. 10.40

rolling of suitable capacity etc. complete as

Providing gauge plate of 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. gauge patti.

Providing and laying plain/reinforced cement

concrete lining of M 15 in bed, side slopes

and curvature including batching, mixing,

39 transporting, placing, smooth finishing, 1808.73 Sqmt 659.40

curing including dewatering where

required.(MACHINERY BASED WITHOUT

PAVER ) - 15 cm thick

Scrapping out old plaster & cleaning the

40 surface including scaffolding, racking, out the 3870.32 Sqmt 58.30

joints 20 mm deep etc. complete

Name Of Work : Renovation and Modernization of K.L.B.M.C. Structures at CH: 00 to CH:

3400 m (Package-1)

ITEM QTY. UNIT PER AMOUNT (INR)

Repairs and Rehabilitation of 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

(a) 40mm thickness

Providing water proof cement 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.

Desilting of various structure of canals and

43 distribution sysytem including depositing the 197.12 Cum. 233.00

same as directed with all leads and lift.

Provinding and laying Uncoursed Rubble

masonarry in ordenaray porrtland cement

44 mortar 1:5 proportion in super structure 442.28 Cum. 4049.40

including scaffolding rackingout,joints, curing

etc.complete for all lead and lift

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