Constructing Canal Syphon at Ch. 38700 m of Ukai Right Bank Main Canal

BILL OF QUANTITIES

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

Name of Work : Constructing Canal Syphon at Ch. 38700 m of Ukai Right Bank Main Canal

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

Quantity Unit Amount

No book 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

2 stacking of the useful materials etc. complete as directed. 277.20 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 1816.23 Cum 81.50

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

Supplying and laying trap rubble stone of upto 10 kg to 50 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

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

and watering complete.

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

(ii) M-10 grade 675.80 Cum 4001.10

Providing and laying plain/ reinforced Design Mix cement concrete of

various grade with cement, sand and coarse aggregates including

8 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 1723.01 Cum 4499.60

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

bottom slab of sump etc.

(ii) M-20 grade 107.54 Cum 4796.10

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

bottom slab of sump etc.

(iii) M-25 grade 101.82 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 159.95 Cum 5206.30

Providing and placing in position reinforcement bars including cutting,

9 bending welding, joints where necessary, hooking etc. complete as per 475.79 Qtl 7194.00

drawing for all lead and lifts. (A) TMT

Providing and fixing in position pre moulded asphalt or bitumin cork

10 board of approved quality and specification as per design and drawing as 19.39 SqMt 1007.40

directed. (D) 12mm thickness

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

12 in the expansion and contraction joints in the c.c. lining including 79.60 Meter 533.00

clearing the joints 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

14 designed section in all sorts of soil & soft murrum for rain cutts, filing 1682.41 Cum 118.10

trenches, road side gutter etc. for following lead and lift (By machinery-

poclane Ex.280)

Compaction of selected soil / hard murrum / soft murrum in even

15 thickness of 15 to 20 cms including watering rolling of suitable capacity 1682.41 Cum 10.40

etc. complete as directed.

Providing & fixing in position sign board of standard size of

1.20mx0.90m with M.S angle 40mmx40mmx6mm with 3mm thick iron

16 plate including fixing in 1:5:10 prop. Concrete block size 1 No. 3011.30

40cmx40cmx75 cm including painting existing data on the board etc.

complete as directed.

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

Supplying and laying mechanically woven double twisated Hexagonal

Zn+ PVC coated box wire mesh gabions Size 1m x 1m x 0.50 m filled

with 15 to 40 kg. trap rubble stone (approximate 0.75) tone with mesh

18 size 10 x 12 cm including packing, interlocking of stones & fusing top of 1030.00 Nos. 1779.00

gabion & tying to each other & laying to the required line, level slope

with all leads & lifts as directed etc. comp. (Considering lead of 45 km

for rubble materials)

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/Drain banks or in spoil banks or as and where directed

including dressing the canal/drain section upto lead of 1.0 K.M. and all

lift including clearing the site etc. complete. (By machinery for

canal/drain maintanance ) above 1.5 cumecs capacity.

Providing and fixing in position (different diameter) NP2 R.C.C pipe

with collar including filling and caulking the joints with cement mortar

1:1 proportion, finishing, curing etc. complete for all lead and lifts. (g)

NP2 class 900mm dia pipe.

Providing videogrphy on the occasion of function or for ongoing

21 construction work including dubbing, titling etc.complete including cost 1.00 4 Hrs 1230.51

of cassate/CD. (b) up to 4.0 hours

Rupees Two crore Eight lakh Fifty Five thousand Fourty Eight and Sixteen 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 the tender.

Deputy Executive Engineer Executive Engineer

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

Kosamba Ankleshwar