Renovation to H.P culvert in to R.C.C.box culvert at ch.7600 mt. on Kudsad Bolav drain at village: Mulad, Ta:Olpad, Dist: Surat.

BILL OF QUANTITIES

NAME OF WORK: - Renovation to H.P culvert in to R.C.C.box culvert at ch.7600

mt. on Kudsad Bolav drain at village: Mulad, Ta:Olpad, Dist: Surat

Percentage Rate Tender (Up to INR 50 Cr. )

Item Description of Item (with brief Specification Rate In

Quantity Unit Amount

No. and reference to book of specifications) figures

Excavation of canal/drain 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 wheredirected including

dressing the canal section up to lead of

mt. and lift including clearing the site etc.

complete ( By Machinery for canal / drain

maintenance ) ( up to 1.5 cumecs capacity

of canal / drain )

Earthwork in embankment using soil, soft &

hard murrum excavated from approved

borrow area/village tanks etc.including

breaking clods, dressing to the design

section with lead up to 1.0 kilometer and all

lifts.(By poclane machinary)

Dismentalling the existing brick masnory

including sorting out & stacking of the

3 useful materials and removing the debris 38.43 M 757.40

and making good damages etc. complete as

directed.(b) In cement mortar

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

Dismentaling the existing R.C.C.pipes of the

following diameter including sorting out and

stacking of the useful materials including

refilling the trenches etc.complete as

directed.(NP-2 pipes) (c) 650 mm to 900 mm

Dismentaling the existing R.C.C.pipes of the

following diameter including sorting out and

stacking of the useful materials including

refilling the trenches etc.complete as

directed.(NP-2 pipes) (e) above 1200mm

Excavation for foundation in all sorts of soil

including yelloow, sandy,gravelly soil,soft &

Hard murrum etc. Dry Condition Including

7 depositing the excavated stuff in uniform 446.96 M 81.50

layers in banks or as directed etc. complete

for lead up to 1.0 km.and all lift (by

machinery) (A) Above Water Table

Supplying and laying trap rubble stone of

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

9 in layers including raming and watering 26.10 M 504.42

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,

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,

12 smooth finishing, curing etc. complete for all 33.75 M 5753.60

lead and lift.(Baching Plant 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,

13 smooth finishing, curing etc. complete for all 36.74 M 5206.30

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. ( 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,

14 smooth finishing, curing etc. complete for all 1.53 M 4685.10

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,

15 mixing, transporting, placing, vibrating, 200.53 M 4499.60

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.

Providing &Laying in position with Automatic

Batch mix Plant &Transit Mixer "DESIGN

MIX" cement concrete using cement sand

and crushed aggregate for C.C./ R.C.C work

including necessary formwork, centering,

scaffolding, compaction by vibrator, curingas

directed with all lead & lift etc complete

without dewatering and excluding the cost of

steel reinforcement

(G) For Wearing coat 75 mm thick (r)

Concrete grade M-25 and MSA -10 to

Providing and placing in position

reinforcement bars including cutting,

17 bending, welding joints where necessary, 106.860 Qtl. 7194.00

hooking etc. complete as per drawing for all

lead and lifts. (b) TMT

Providing and fixing 110 mm dia PVC pipe

18 weep holes in abutment wing wall and laying 187.200 M 263.70

training etc. complete

Providing inverted filter of 8 cm. sand and

cm. gravel below/ behind wall/ pitching

19 including laying to correct slopes after 56.16 M 146.90

necessary trimming of earth work etc.

Providing G.I. 100mm diameter water spouts

20 including necessary iron gratings as per 6.00 No. 536.03

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

Spreading the stone aggregate for roiling

and W.B.M. including filling the interstices to

22 required camber & gradient. (excluding 163.11 M 268.92

spreading of Blindage)(ii) 40mm to 63mm

size aggregates (H.B.)

Compaction of selected soil/hard

murrum/soft murrum in even thickness of

23 to 20 cms including watering,temping with 442.98 M 69.91

suitable hand rammer etc. complete as

Refilling the excavated trial pits and trenches

using the excavated stuff as directed.

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 and fixing marble plate of 2 cm

26 thickness including engraving and filling 16.00 2 250.60

paint for letters as directed.

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

27 thick iron plate including fixing in 1:5:10 1 No. 1812.60

prop. Concrete block size 40cm x 40 cm x

75 cm including painting existing data on the

board etc. complete as directed.

Rupees Thirty Two Lakh Six Thousand Three Hundred Ninty Eight and Paisa Fifty Nine 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.

Estimate Amount Estimate Amount

put to tender Rs.32,06,398.59 put to tender Rs.32,06,398.59

Deduct___________ % below Add___________ % Above

1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the

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.:

PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items

4 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

Deputy Executive Engineer Divisional Accountant Executive Engineer

Drainage Design Sub Division Drainage DivisionNo-2 Drainage Division No-2

Surat Surat Surat