RENOVATION AND MODERNIZATION OF KARJAN LEFT BANK MAIN CANAL CH.29315 M TO 51005 M LINING AND EARTHWORK (PACKAGE 7) & RENOVATION AND MODERNIZATION OF K.L.B.M.C. STRUCTURES AT CH: 29315 m TO CH: 33320 m (PACKAGE 8)

BILL OF QUANTITIES

NAME OF WORK: RENOVATION AND MODERNIZATION OF KARJAN LEFT BANK MAIN CANAL CH.29315 M TO

51005 M LINING AND EARTHWORK (PACKAGE 7) & RENOVATION AND MODERNIZATION OF K.L.B.M.C.

STRUCTURES AT CH: 29315 m TO CH: 33320 m (PACKAGE 8)

Dismentalling the C.C Lining including disposing off

1 the dismentalled materials as directed etc. 73374.60 Sqmt 29.10

complete. (a) 7.50 cm thick

Dismentalling the existing stone masonry including

sorting out and stacking the useful materials and

removing the debries and making good the damage

etc. complete as directed.

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

4 sorting out and stacking the useful materials and 1740.46 Cum.

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

5 of the useful materials including refilling the trenches 1080.00 Rmt

etc. complete as directed. (NP-2 pipes).(d) 1000 mm

to 1200 mm dia.

Excavation for foundation in all 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

Excavation for foundation in 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 table

Excavation for foundation in all 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

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,

9 vibrating, smooth finishing, curing etc. complete for 787.96 Cum.

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.

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,

10 vibrating, smooth finishing, curing etc. complete for 36.57 Cum.

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.

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 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.

Earthwork in embankment using soil, soft & hard

murrum excavated from approved borrow

12 area/village tanks etc.including breaking clods, 121194.00 Cum. 118.10

dressing to the design section with lead up to

kilometer and all lifts.(By poclane machinary)

Providing and fixing in position 110 mm dia PVC pipe

13 weep holes in abutment, wing wall, and laying 190.00 Rmt 263.70

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, transporting, placing,

14 vibrating, smooth finishing, curing etc. complete for 2107.09 Cum.

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.

Walls of barrels, brestwall, staunching rings,

14A pedestals of bearing, stoplog piers, well staining, 3996.95 Cum.

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

Roadway slab, approch salb, chute floor slab, kerb,

14B pier cap, abutment cap, hoisting platform, top slab of 1086.68 Cum.

barrel etc.(iii) M-25 grade

Providing and placing in position reinforcement bars

including cutting, bending welding, joints where

necessary, hooking etc. 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

16 expension joint as shown in drawing including filling the 481.00 Rmt 445.50

joints with asphalt pad or bitumins or cork board of

approved quality.(B) 300mm wide PVC water stop

16A (A) 225 mm wide PVC water stop 31.04 Rmt 384.90

Providing panel pitching having panels of 3.0 m x

min cement concrete 1:3:6, 0.30 wide and 0.60m

17 deep around panels including filling the panels with 3418.60 Sqmt 684.60

dry rubble 0.45 m thick and filling the voids with

earth as directed.

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

19 watering ramming,Compaction with pnuematic 10768.06 Cum. 144.50

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, 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

Providing and casting in situ ordinary cement

concrete M-200 for average 75 mm thick wearing

21 coat laid as directed including tamping ,vibrating, 13.46 Cum.

finishing, curing and filling in joints with bitumen

Constructing 1 m. wide steps in 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.

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

23 directed including dressing the canal section upto 16860.00 Cum. 82.40

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

Providing & fixing in position sign boards of standard

size 0.45mx0.30m with M.S.angle 40mmx40

24 mmx6mm with 3mm thick iron plate fixed in 1:5:10 16.00 Nos

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 including dubbing,

titeling etc. complete including cost of

cassette/CD.(b) Up to 4.00 hours

Providing inspection steps while lining along canal

slopes as per drawing etc. Completeas dirercted.

Supplying and laying trap rubble stone of 10 to 30 kg.

in weight for toe and core filling including conveying

27 and stacking to required line level, slope section 93.39 Cum.

including all leads and lifts, conveying materials from

stacks and laying etc. complete.

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

including raming and watering complete.

Providing inverted filter of 8 cm. sand and 8 cm.

gravel below/ behind wall/ pitching including laying

to correct slopes after necessary trimming of earth

work etc. complete.

Providing G.I. 100mm diameter water spouts

including necessary iron gratings as per drawings.

Suppliying and Spreading the graded stone

aggregate for rolling and W.B.M. including filling the

31 interstices to required camber and gradient 73.13 Cum. 924.04

(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 and contraction

joints in the c.c. lining including clearing the joints

with air water jet.

Finishing wall with water proofing cement paint on

wall surfaces (Two coats) to give an approved brand

33 and manufacture and of reqd. shape even shade after 510.16 Sqmt 58.07

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 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.

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 :

35 1364 metal beam rail to be fixed on the vertical post 180.00 Rmt

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)

Compaction of selected soil/hardmurrum/soft

murrum in even thickness of 15 to 20 cms including

watering 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

Providing water proof cement plaster 20mm thick in

cement mortar 1:3 proportion with one kilogram of

38 water proofing material per bag (50 Kg) of cement 800.00 Sqmt 300.50

including cleaning the surface, neat finishing, curing

scaffolding etc. complete for all leads and lifts.

Desilting of various structure of canals and

39 distribution sysytem including depositing the same 120.00 Cum. 233.00

as directed with all leads and lift.

Excavation of canal/drains in all sorts of soils (dry

condition of soil) including depositing the excavated

stuff in uniform layers in canal bancks or in spoil

banks or as and where directed including dressing

the canal section upto lead of 50 meter and lift

including clearing the site etc. complete (By

machinery for canal/drain maintanance) (upto

cumescs capacity of canal/drain)

Providing and laying plain/reinforced cement

concrete lining of M-15 grade in bed, side slopes and

curvature including batching, mixing, transporting,

placing, smooth finishing, curing including

dewatering where required.(with machinery based

41a (a) 7.5cm thick lining in Bed & slope 45880 Sqm 378.60

(d) 7.5 cm thick lining in Bed & slope, (With

membrane curing)

Providing and laying plain/reinforced cement

concrete lining of M-15 (MSA 20 mm) in bed, side

slopes and curvature including batching, mixing,

42a transporting, placing, vibrating, smooth finishing,

curing including dewatering where required.

(MACHINERY BASED by "BATCH MIX PLANT &

TRANSIT MIXER" - WITH PAVER WATER CURING )

20 cm thick lining in Bed 3061 Sqm 890.60

Providing and laying plain/reinforced cement concrete

lining of M-15 (MSA 20 mm) in bed, side slopes and

curvature including batching, mixing, transporting,

42b placing, vibrating, smooth finishing, curing including

dewatering where required.

(MACHINERY BASED by "BATCH MIX PLANT & TRANSIT

MIXER" - WITH PAVER MEMBRANE CURING )

20 cm thick lining in Slope 9650.00 Sqm 903.80

Providing and filling Asphalt of the approved make

and sand in the expansion and contraction joints in

the C.C. lining including clearing the joints with air

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