RENOVATION AND MODERNIZATION OF K.L.B.M.C. STRUCTURES AT CH. 17980 TO CH. 23005. (Package-05)

BILL Of QUANTITIES

BILL OF QUANTITIES

Name Of work :- RENOVATION AND MODERNIZATION OF K.L.B.M.C. STRUCTURES AT CH. 17980 TO CH.

23005. (Package-05)

SR COST PER AMOUNT (INR)

1 Dismantalling the C.C. lining including 3999.40 Sqmt 29.10

including disposing off the dismentalled

materials as directed etc. complete.(a) 7.50 cm

2 Dismentalling the existing stone masonry 2674.76 Cum. 757.40

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 & disposing off 160.53 Cum. 1747.70

the stuff including stacking of the useful

materials etc. complete as directed. a)Light

reinforcement.(Main bar upto 16mm dia.)

4 Dismentalling the existing foundation concrete 1202.46 Cum. 1165.20

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 of the 780.00 Rmt 1281.70

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 soil 4199.00 Cum. 81.50

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 2557.43 Cum. 161.90

including depositing the excavated stuff as and

where directed etc. complete for lead upto

Km and all lifts.(By machinary). (b) Below

8 Excavation for foundation in all sorts of soil 10238.3 Cum. 86.10

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 machinery)

9 Providing and laying plain/ reinforced Design 968.29 Cum. 4380.90

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, soft & 9643.44 Cum. 118.10

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 110 mm dia 368.00 Rmt 263.70

PVC pipe weep holes in abutment, wing wall,

and laying training etc. complete.

12 Providing and laying plain/ reinforced Design 1561.86 Cum. 4844.70

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.

12- (D) Walls of barrels, brestwall, staunching 3121.01 5753.60

A rings, pedestals of bearing, stoplog piers, well

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

12- (E) Roadway slab, approach slab, chute floor 736.30 5206.30

B slab, kerb, pier cap, abutment cap, hoisting

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

13 Providing and placing in position 3385.39 Qtl 7194.00

reinforcement bars including cutting, bending

welding, joints where necessary, hooking etc.

complete as per drawing for all lead and

14 Providing and fixing in position PVC heavy 228.00 Rmt 445.50

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

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

15 Providing panel pitching having panels of 3.0 4693.10 Sqmt 684.60

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 272.92 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 grade.(1:3:6)

17 Earthwork/Back filling with selected earth 5114.87 Cum. 144.50

including watering ramming,Compaction with

pnuematic temping with all lead and all lift etc

18 Providing and laying plain/reinforced cement 6168.80 Sqmt 881.40

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 / Slope

19 Providing and laying plain/reinforced Design 74.88 Cum. 5025.10

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 Design 42.21 Cum. 4685.10

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 )

21 Providing and laying plain/reinforced Design 1307.05 Cum. 4499.60

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 ordinarycement 15.54 Cum. 4046.74

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/ stone 163.00 Rmt 2433.20

masonry in c.m. 1 :5 dam slopes as per

approved drawing including excavation etc.

complete for zero leads and lifts. (a) Using

24 Excavation of canal/drains in all sorts of soils 29920.0 Cum. 82.40

(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 canal/drain)

25 Providing & fixing in position sign boards of 12.00 Nos 1400.10

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 of 27.00 hrs 1230.51

function or for on going construction work

including dubbing, titeling etc. complete

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

27 Providing inspection steps while lining along 10.80 Sqmt 3839.20

canal slopes as per drawing etc. Completeas

28 Supplying and laying trap rubble stone of 10 99.45 Cum. 1067.00

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. raft in 49.74 Cum. 445.41

layers including raming and watering

30 Providing inverted filter of 8 cm. sand and 8 119.68 Sqmt 146.90

cm. gravel below/ behind wall/ pitching

including laying to correct slopes after

necessary trimming of earth work etc.

31 Providing G.I. 100mm diameter water spouts 18.00 Nos 536.03

including necessary iron gratings as per

32 Suppliying and Spreading the graded stone 84.39 Cum. 924.04

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 joint 576.48 Rmt 533.00

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 cement 691.24 Sqmt 58.07

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 board of 6.00 Nos 3011.30

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

36 Providing and Erecting a "W" metal beam 360.00 Rmt 4864.70

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)

37 Compaction of selected soil/hardmurrum/soft 9643.44 Cum. 10.40

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 of 6.00 Nos 8265.94

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 as

directed For 0.30 mt. x 1.0 mt. gauge patti.

39 Providing and laying plain/reinforced cement 2027.98 Sqmt 659.40

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 2913.60 Sqmt 58.30

surface including scaffolding, racking, out the

joints 20 mm deep etc. complete

41 Providing water proof cement plaster 20mm 6012.86 Sqmt 300.50

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 and 1330.70 Cum. 233.00

distribution sysytem including depositing the

same as directed with all leads and lift.

43 Provinding and laying Uncoursed Rubble 248.60 Cum. 4049.40

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 of size 753.00 NO. 2180.80

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.

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