Construction of New RCC box culvert Structure at ch. 16977 mt and Ch. 17750 mt of kosamba Branch canal.

BILL OF QUANTITIES

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

Name of Work : Construction of New RCC box culvert Structure at ch. 16977 mt and Ch. 17750 mt of kosamba Branch 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. 185.240 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 2068.000 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 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 etc. complete.

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

and watering 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, vibrating,

smooth finishing, curing etc. complete for all lead and lift.(Baching Plant

Based, Including dewatering) ( B ) Raft, Bottom, slab of barrel, footing

of columns, piers, abutments and bottom slab.(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) ( B ) Raft, Bottom, slab of barrel, footing

of columns, piers, abutments and bottom slab. ( iii ) 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,

9 smooth finishing, curing etc. complete for all lead and lift.(Baching Plant 50.400 Cum 5753.60

Based, Including dewatering) (D) Walls of barrels, brestwall, staunching

rings, pedestals of bearing, stoplog piers, well staining, transitionwall,

etc. ( iii ) 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,

10 smooth finishing, curing etc. complete for all lead and lift.(Baching Plant 83.355 Cum 5206.30

Based, Including dewatering) (E) Roadway slab, approach slab, chute

floor slab, kerb, pier cap, abutment cap, hoisting platform, top slab of

barrel etc. ( iii ) 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,

11 smooth finishing, curing etc. complete for all lead and lift.(Baching Plant 56.360 Cum 4685.10

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, wingwalls, headwall,

return wall etc. (iii) M-20 grade.

Providing and casting in situ ordinarycement concrete M-200 for average

13 75 mm thick wearing coat laid as directed including tamping ,vibrating, 6.380 Cum 4046.74

finishing, curing and filling in joints with bitumen complete.

Providing and placing in position reinforcement bars including cutting,

14 bending, welding joints where necessary, hooking etc. complete as per 362.360 Qtl. 7194.00

drawing for all lead and lifts. (b) TMT

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

wing wall and laying training etc. complete

Providing inverted filter of 8 cm. sand and 8 cm. gravel below/ behind

16 wall/ pitching including laying to correct slopes after necessary trimming 34.560 Sqm 146.90

of earth work etc. complete.

Providing G.I. 100mm diameter water spouts including necessary iron

gratings as per drawings. (more than 10 ton)

Supplying of graded stone aggregates of following size ( for

W.B.M.road) (2) Hand broken stone aggregate 40 mm to 63 mm size.

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

19 the interstices to required camber & gradient. (excluding spreading of 75.600 Cum 249.75

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

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 & fixing in position sign board of standard size of 0.60 m.x

0.45 m. with M.S. angle 40mm x 40 mm x 6 mm with 3 mm thick iron

21 plate including fixing in 1:5:10 prop. Concrete block size 40cm x 40 cm 2.000 No 1812.60

x 75 cm including painting existing data on the board etc. complete as

Earth work in embankment using soil, soft & hard murrum excavated

from approved borrow area / village tanks etc. Including breaking clods,

22 dressing to the designed section etc. with lead upto 1.0 km and all 1918.000 Cum 94.20

lift.(By poclane Machinery )

(d) Basic charges for lead beyond 1 km but up to 3 km.

Compaction of selected soil/hardmurrum/soft murrum in even thickness

23 of 15 to 20 cms including watering rolling of suitable capacity etc. 1918.000 Cum 10.40

complete as directed.

Removing existing disturbed C.C. Block lining including opening of

24 joints, stacking the same and Disposing of stuff as directed etc.complete 1029.000 Sqm 29.10

with all leads and lifts

Providing and laying plain/reinforced cement concrete lining of M-15

grade in bed, side slopes and curvature including batching, mixing,

25 transporting placing , smooth finishing, curing including dewatering 1029.000 Sqm 683.60

where required . (machinary based without Paver).(15cm thick lining in

Bed & slope (Withmembrane curing)

Providing and laying of no fine concrete of cement, coarse aggregates

26 etc. complete. (Manually With Conventional Mixer) (Manually With 171.040 Cum 4171.60

Conventional Mixer) M-10 Grade concrete

Providing and fixing in position PVC heavy dutywater stops in

barrels,trough,and wingwallwith 25mm wide expension joint as shown in

drawing including filling the joints with asphaltpad or bitumins or

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

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

29 providing necessary drains and all safety measures including sign boards 2.000 Each(Job) 246048.55

on both the sides, red lamps, signals at night for traffic etc. comp. ( I )

Providing videography on the occasion of function or for ongoing

30 construction work including dubbing, titling etc.complete including cost 2.000 per 4hr 1230.51

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

Rupees One crore twenty-five lakh eight thousand six hundred seventy-seven and zero three 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

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