Constructing Super Passage at Ch. 44125 m of Ukai Right Bank Main Canal

BILL OF QUANTITIES

(A) Percentage Rate Tender (Up to INR 50 Cr. )

Name of Work : Constructing Super Passage at Ch. 44125 m of Ukai Right Bank Main Canal

Item Description of Item (with brief specification and reference to book Rate In

Quantity Unit Amount

No of specifications) figures

Dismentalling the existing stone masonry including sorting out and tacking the

useful materials and removing the debries and making good the damage etc.

complete as directed.

(b) In cement mortar

Dismentalling the R.C.C.work & disposing off the stuff including stacking of

2 the useful materials etc. complete as directed. 185.98 Cum 1747.70

a)Light reinforcement.(Main bar upto 16mm dia.)

Dismentalling the existing fondation concrete including depositing the

dismental stuff including sorting out & stacking of the useful materials and

removing the debris and making good damages etc. complete as directed.(b) In

cement concrete

Excavation for foundation in all sorts of soil including yelloow,

sandy,gravelly soil,soft & Hard murrum etc. Dry Condition Including

4 depositing the excavated stuff in uniform layers in banks or as directed etc. 1298.71 Cum 81.50

complete for lead up to 1.0 km.and all lift (by machinery) (A) Above Water

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, Including

(ii) M-10 grade 184.14 Cum 4001.10

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)

(B) Piers, abutment, wingwalls, headwall, returnwall etc

(ii) M-15 grade 1091.78 Cum 4499.60

(C) Raft, Bottom slab of barel, footing of columns,piers, abutment and bottom

slab of sump etc.

(ii) M-20 grade 101.53 Cum 4796.10

(D)Raft, Bottom slab of barel, footing of columns,piers, abutment and bottom

slab of sump etc.

(iii) M-25 grade 84.00 Cum 4844.70

(E)Roadway slab, approch salb, chute floor slab,kerb, pier cap, abutment cap,

hoisting platform,top slab of barrel etc.

(iii) M-25 grade 113.01 Cum 5206.30

Providing and placing in position reinforcement bars including cutting,

7 bending welding, joints where necessary, hooking etc. complete as per 217.45 Qtl 7194.00

drawing for all lead and lifts. (A) TMT

Providing and fixing in position pre moulded asphalt or bitumin cork board of

8 approved quality and specification as per design and drawing as directed. (D) 18.46 SqMt 1007.40

Providing and fixing in position 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. (A) 225mm wide PVC water stop.

Providing and filling the polysulphide joint selent of the approved make in the

10 expansion and contraction joints in the c.c. lining including clearing the joints 111.40 Meter 533.00

with air water jet

Providing and fixing in position 110 mm dia PVC pipe weep holes in

abutment, wing wall, and laying training etc. complete

Earth work in embankment from approved borrow area including clearing the

site, thin jungle cutting breaking clods and dressing to the designed section in

all sorts of soil & soft murrum for rain cutts, filing trenches, road side gutter

etc. for following lead and lift (By machinery-poclane Ex.280)

Providing & fixing in position sign board of standard size of 1.20mx0.90m

with M.S angle 40mmx40mmx6mm with 3mm thick iron plate including

fixing in 1:5:10 prop. Concrete block size 40cmx40cmx75 cm including

painting existing data on the board etc. complete as directed.

Supplying of graded stone aggregates of following size (for W.B.M. road )

(2) Hand Broken stone aggregates 40mm to 63 mm.

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

15 interstices to required camber & gradient (excluding spreading of Blindage) (ii) 18.06 Cum 249.75

40 mm to 63 mm size aggregates (H.B.)

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 0.60 mt. x 1.0 mt. gauge patti

Providing and laying dry rubble pitching of various thickness to required grade

including trimming of earth work , hand packing the interstices with spauls,

filling earth in interstices panneling complete for all leads and lifts (a) 300mm

Providing videogrphy on the occasion of function or for ongoing construction

18 work including dubbing, titling etc.complete including cost of cassate/CD. (b) 1.00 4 Hrs 1230.51

up to 4.0 hours

Rolling and consolidation of soling including filling in depression which occur

during the process, with power roler 8 tonne to 12 tonne

Providing temporary all weather and fair weather diversion of road suitable for

traffic during the construction period of the strcture including providing

necessary drains and all safety measures including sign boards on both the

sides, red lamps, signals at night for traffic etc. comp. ( I ) O.D.R. / V.R.B.

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 . (machinary

based without Paver).c) 15 cm thick lining in Bed & slope

Supplying and laying trap rubble 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

Supplying and laying trap rubble 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

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

watering complete.

Rupees One crore Forty Five lakh Forty Seven thousand Nine Hundred Thirty One and Sixty Five paisa Only

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 Deduct………% below

In words In words

The Contractor shall exhibit a board with brief details of work as directed by the Engineer-In-Charge for which no extra

payment shall be made.

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R. NO.: MIS102010/17/K1

Dated:30/07/2018 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost of

difference of cement consumption have been deducted from the rate of original item at the rate of input rate mentioned in all

Deputy Executive Engineer Executive Engineer

Sisodara Canal Sub Division U.R.B.C. Inv, Division

Kosamba Ankleshwar