Renovation of H.P. Culvert/Slab Culvert in to R.C.C. Box Culvert in various Villages of Palsana Taluka Dist. Surat of Kakrapar Command for Year 2025-26.

Item Quantitie

With Brief Specification ansd Unit figure Amount

Referance to book of Rs. In words

Specification Ps.

Providing Videography on the

Rupees One

occasion of function or ongoing

construction work including

Job/4 Two Hundred

1 dubbing, titleing etc complete 6.00 1230.51

hours Thirty and

including cost of cassete/CD. (b)

Up to 4.0 hours

Paisas Only

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

3 Eighty Two

2 wheredirected including dressing 2336.00 M 82.40

the canal section up to lead of

Paisas Only

mt. and lift including clearing the

site etc. complete ( by Machinery

for canal / drain maintenance ) (

up to 1.5 cumecs capacity of canal

Earthwork in embankment using

soil, soft & hard murrum

excavated from approved borrow

area /village tanks etc. including 3 Rupees Sixty

breaking clods, dressing to the Seven Only

design section with lead upto

kilometer and all lifts. (By poclane

machinary)

Dismentalling the existing stone

Rupees Seven

masonry including sorting out and

Hundred Fifty

stacking the useful materials and

4 234.00 M 757.40 Seven and

removing the debries and making

Forty Paisas

good the damage etc. complete as

directed.(b) In cement mortar

Dismentaling the existing

R.C.C.pipes of the following

Rupees Eight

diameter including sorting out and

stacking of the useful materials

5 52.50 Mt. 873.90 Seventy Three

including refilling the trenches

and Ninety

etc.complete as directed.(NP.2

Paisas Only

pipes) (c) 650 mm to 900 mm dia.

Dismentalling the R.C.C. work & Rupees One

disposing off the stuff including Thousand

stacking of the useful materials Seven

6 etc. complete as directed.(a)Light 22.00 M 1747.70 Hundred

reinforcement. (Main bar up to 16 Forty Seven

mm dia.) and Seventy

Paisas Only

Excavation for foundation in all

sorts of soil including yellow,

sandy, gravelly soil, soft & hard

murrum, etc. dry condition Rupees

including depositing the excavated 3 Eighty One

stuff in uniform layers in banks or and Fifty

as directed etc. complete for lead Paisas Only

up to 1.0 Km and all lifts. (By

machinery) (a) Above Water Table

Supplying and laying trap rubble

stone of 10 to 30 kg. in weight for

toe and core filling including Rupees One

conveying and stacking to required 3 Thousand and

line level, slope section including Sixty Seven

all leads and lifts, conveying Only

materials from stacks and laying

etc. complete.

Providing and filling sand below Rupees Five

R.C.C. raft in layers including Hundred Four

9 raming and watering complete. 88.00 M 504.42 and Forty

Two Paisas

Providing and laying plain/

reinforced Design Mix cement

concrete of various grade with

cement, sand and coarse

aggregates including centering,

shuttering, batching,

Rupees Four

mixing,transporting, placing,

vibrating, smoothfinishing, curing

etc. complete for all lead

10 166.00 M 4380.90 Hundred

andlift.(Baching Plant Based,

Eighty and

Including dewatering) Raft,

Ninety Paisas

Bottom slab of barel, footing of

columns,piers, abutment and

bottom slab of sump etc.

( B ) Raft, Bottom, slab of barrel,

footing of columns, piers,

abutments and bottom slab.( i ) M-

Providing and laying

plain/reinforced Design Mix

cement concrete of various grade

with cement, sand and coarse

aggregates including centering, Rupees Four

shuttering, batching, mixing, Thousand

transporting, placing, vibrating, Eight

11 smooth finishing, curing etc. 139.00 M 4844.70 Hundred

complete for all lead and Forty Four

lift.(Baching Plant Based, and Seventy

Including dewatering) Paisas Only

( 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,

Rupees Five

shuttering, batching, mixing,

transporting, placing, vibrating,

smooth finishing, curing etc.

12 107.00 M 5753.60 Hundred Fifty

complete for all lead and

lift.(Baching Plant Based,

Sixty Paisas

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,

Rupees Five

transporting, placing, vibrating,

thouand Two

smooth finishing, curing etc.

13 145.00 M 5206.30 Hundred Six

complete for all lead and

and Thirty

lift.(Baching Plant Based,

Paisas Only

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

Providing and laying

plain/reinforced Design Mix

cement concrete of various grade

with cement, sand and coarse

aggregates including centering,

shuttering, batching, mixing, Rupees Four

transporting, placing, vibrating, Thousand Six

smooth finishing, curing etc. 3 Hundred

complete for all lead and Eighty Five

lift.(Baching Plant Based, and Ten

Including dewatering) (E) Paisas Only

Roadway slab, approach slab,

chute floor slab, kerb, pier cap,

abutment cap, hoisting platform,

top slab of barrel etc. ( i ) M-15

Providing and laying

plain/reinforced Design Mix

cement concrete of various grade

with cement, sand and coarse

Rupees Four

aggregates including centering,

shuttering, batching, mixing,

3 Four Hundred

15 transporting, placing, vibrating, 1135.00 M 4499.60

Ninety Nine

smooth finishing, curing etc.

complete for all lead and

paisas only

lift.(Baching Plant Based,

Including dewatering)(C)Piers,

abutment, ingwalls, headwall,

return wall etc. ( ii ) M-15 grade.

Providing & Laying in position

with Automatic Batchmix Plant &

Transit Mixer "DESIGN MIX"

cement concrete using cement

sand and crushed aggregate for

C.C./ R.C.C work including

Rupees Three

necessary formwork, centering,

2 Hundred

16 scaffolding, compaction by 197.00 M 361.00

vibrator, curing as directed with

all lead & lift etc complete without

dewatering and excluding the cost

of steel reinforcement. (G) For

wearing coat 75mm thick (ii)

Concrete Grade M-25 and MSA-

Providing and placing in

position TMT reinforcement bars Rupees Seven

including cutting, bending, Thousand

17 welding joints where necessary, 468.00 Qtl. 7194.00 One Hundred

hooking etc. complete as per Ninety Four

drawing for all lead & lifts. (B) only

Providing and fixing in position Rupees Two

110 mm dia. PVC pipe weep holes Hundred

18 in abutment, wing wall and laying 480.00 M 263.70 Sixty Three

training etc. complete. and Seventy

Paisas Only

Providing inverted filter of 8 cm.

Rupees One

sand and 8 cm. gravel below/

behind wall/ pitching including

19 174.00 M 146.90 Forty Six and

laying to correct slopes after

Ninety Paisas

necessary trimming of earth work

etc. complete.

Providing G.I. 100 mm diameter Rupees Five

water spout including necessary Hundred

20 iron gratings as per drawing.( up 24.00 No. 536.02 Thirty Six and

to 10 ton) Two Paisas

Supplying of graded stone

Rupees Three

aggregates of following size ( for

Hundred Six

W.B.M. road )(2) H.B. stone

21 216.00 M 306.77 and Seventy

aggregates 40mm to 63 mm.

Seven Paisas

Spreading the stone aggregate for Rupees Two

rolling and W.B.M. including Hundred

filling the interstices to required 3 Sixty Eight

camber & gradient (excluding and Ninety

spreading of Blindage) (ii) 40mm Two Paisas

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

murrum/ soft murrum in even

Rupees Ten

thickness of 15 to 20 cms

23 1072.00 M 10.40 and Forty

including watering rolling of

Paisas Only

suitable capacity etc. complete as

Backfiing the foundation trenches

around the structures etc. With

3 Nineteen and

Fifty Paisas

watering, ramming, compacting

etc.complete. (By machinary)

Finishing wall with water

proofing cement paint on wall

surface ( two coats ) to give an

approved brand and

Rupees Sixty

manufactures and of required

25 1354.00 M 60.80 and Eighty

shapes even shade after

Paisas Only

throughly brushing the surface

to remove all dirts , and remains

of lose powedered material.

Providing and fixing marble plate

Rupees Two

of 2 cm thickness including

2 Hundred Fifty

26 engraving and filling paint for 96.00 100 cm 250.60

letters as directed.

Paisas only

Providing & fixing in position sign

board of standard size of 0.60 m.x

Rupees One

0.45 m. with M.S. angle 40mm x

40 mm x 6 mm with 3 mm thick

iron plate including fixing in

27 6.00 No. 1812.60 Hundred

1:5:10 prop. Concrete block size

Twelve and

40cm x 40 cm x 75 cm including

Sixty Paisas

painting existing data on the board

etc. complete as directed.

Total Rs.

I/We am/areOne Crore

Willing to Twenty

carry outSeven Lakh

the work Ninety Eight Thousand

at………………………% Two Hundred

above/below Fifty and

Percent(should

be written in

figures and words) of the estimated rates mentioned above.Amount of my/our tender works out

* Estimated amount Put to tender * Estimated amount Put to tender

Deduct…….% below Rs. Add…….% above Rs.

Net Rs. Total Rs.

In words…………………….. In words……………………..

*(Please strike out whichever is not applicable)

Note 1 All works shall be carried out as per Public Works Department Handbook and other

specifications

ન ધ-૧. બ ું જ કામ of Division

as directed.

Note-2. All the columns is Schedule should be filled in ink and the total of the entries in the last

ન ધ-૨. અ should be બધા

ુ ૂ ચમાં struck by theિવગતો

ખાનાની contractor

સહ થીunder

ભરવીhisઅનેsignature.

Note-૪. Rates quotes include clearance of site (prior commencement of work and at its close) in

all respects

ન ધ-૪. ટાંકલાand hold

દરમાં good for

, થળની workઆરં

(કામના under all conditions,

ભે અને site, )moisture,

ુ થાય તે વખતે દરક ર તે weather etc.

Note-4. To be continued on additional sheets, if found necessary.

PB Deputy Executive Engineer Divisional Accountant Executive Engineer

Drainage Sub Division Drainage Division No.2 Drainage Division No.2

Bardoli Surat Surat

Signature of Contractor