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

With Brief Specification ansd Quantities Unit In figure Amount

Refferance to book of Rs. Ps. In words

Specification

Providing Videography on the

occasion of function or ongoing Rupees One

construction work including dubbing, Thousand Two

titleing etc complete including cost of 7 1230.51 hundred Thirty

cassete/CD. (b) Up to 4.0 hours. Paise Fifty

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 Rupees Eighty

2 and wheredirected including dressing 5755.00 M

82.40 Two Paise

the canal section up to lead of 50 mt. Forty Only

and lift including clearing the site etc.

complete ( by Machinery for canal /

drain maintenance ) ( up to

cumecs capacity of canal / drain )

Earthwork in embankment using soil,

soft & hard murrum excavated from

approved borrow area /village tanks

Rupees Sixty

3 etc. including breaking clods, dressing 4274.00 M

Seven Only

to the design section with lead upto

1.0 kilometer and all lifts. (By poclane

machinary)

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

disposing off the stuff including Thousand

stacking of the useful materials etc. Seven hundred

complete as directed.(a)Light Forty Seven

reinforcement. (Main bar up to 16 Paise Seventy

mm dia.) Only

Dismentalling the Existing Stone

Masonry Including sorting out and Rupees Seven

stacking the useful materials and hundred Fifty

removing the debries and making Seven Paise

good the damage etc. complete as Forty Only

directed. (b) In Cement mortar

Dismentaling the existing R.C.C.pipes

of the following diameter including Rupees Eight

sorting out and stacking of the useful hundred

6 materials including refilling the 25.00 Mt. 873.90 Seventy Three

trenches etc.complete as Paise Ninety

directed.(NP.2 pipes) (c) 650 mm to Only

900 mm dia.

Excavation for foundation in all sorts

of soil including yellow, sandy,

gravelly soil, soft & hard murrum, etc.

Rupees Eighty

dry condition including depositing the

81.50 One Paise Fifty

excavated stuff in uniform layers in

banks or as directed etc. complete for

lead 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 conveying Rupees One

8 and stacking to required line level, 142.40 M

1067.00 Thousand Sixty

slope section including all leads and Seven Only

lifts, conveying materials from stacks

and laying etc. complete.

Rupees Five

Providing and filling sand below R.C.C.

hundred Four

9 raft in layers including raming and 109.20 M

Paise Forty

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, Rupees Four

vibrating, smooth finishing, curing Thousand

10 etc. complete for all lead and 235.10 M

4380.90 Three hundred

lift.(Batching Plant Based, including Eighty Paise

dewatering) (B)Raft, Bottom, slab of Ninety Only

barrel, footing of columns,piers,

abutment and bottom slab of sump

etc (i) M-15 grade

Providing and laying plain/reinforced

Design Mix cement concrete of

various grade with cement, sand and

coarse aggregates including

Rupees Four

centering, shuttering, batching,

mixing, transporting, placing,

Eight hundred

11 vibrating, smooth finishing, curing 195.40 M

Forty Four

etc. complete for all lead and

Paise Seventy

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, Rupees Five

mixing, transporting, placing, Thousand

vibrating, smooth finishing, curing Seven hundred

etc. complete for all lead and Fifty Three

lift.(Baching Plant Based, Including Paise Sixty

dewatering) Only

(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,

Rupees Five

mixing, transporting, placing,

Thousand Two

vibrating, smooth finishing, curing

5206.30 hundred Six

etc. complete for all lead and

Paise Thirty

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,

Rupees Four

mixing, transporting, placing,

Thousand Six

vibrating, smooth finishing, curing

4685.10 hundred Eighty

etc. complete for all lead and

Five Paise Ten

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-

Providing and laying plain/reinforced

Design Mix cement concrete of

various grade with cement, sand and

coarse aggregates including Rupees Four

centering, shuttering, batching, Thousand Four

mixing, transporting, placing, hundred

vibrating, smooth finishing, curing Ninety Nine

etc. complete for all lead and Paise Sixty

lift.(Baching Plant Based, Including Only

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 necessary formwork, Rupees Three

16 centering, scaffolding, compaction by 256.40 M

361.00 hundred Sixty

vibrator, curing as directed with all One Only

lead & lift etc complete without

dewatering and excluding the cost of

steel reinforcement. (G) For wearing

coat 75mm thick (r) Concrete Grade

M-25 and MSA- 10 to 20 mm

Providing and placing in position

Rupees Seven

TMT reinforcement bars including

Thousand One

cutting, bending, welding joints

17 570.1111 Qtl. 7194.00 hundred

where necessary, hooking etc.

Ninety Four

complete as per drawing for all lead &

lifts. (B) TMT

Providing and fixing in position 110 Rupees Two

mm dia. PVC pipe weep holes in hundred Sixty

abutment, wing wall and laying Three Paise

training etc. complete. Seventy Only

Providing inverted filter of 8 cm. sand

Rupees One

and 8 cm. gravel below/ behind wall/

hundred Forty

19 pitching including laying to correct 128.40 M

slopes after necessary trimming of

Ninety Only

earth work etc. complete.

Rupees Five

Providing G.I. 100 mm diameter

hundred Thirty

20 water spout including necessary iron 26.00 No. 536.02

Six Paise Two

gratings as per drawing.

Supplying of graded stone aggregates Rupees Three

of following size ( for W.B.M. road hundred Six

)(2) H.B. stone aggregates 40mm to Paise Seventy

63 mm. Seven Only

Spreading the stone aggregate for

Rupees Two

rolling and W.B.M. including filling

hundred Sixty

the interstices to required camber &

268.92 Eight Paise

gradient (excluding spreading of

Ninety Two

Blindage) (ii) 40mm to 63mm size

aggregates (H.B.)

murrum/ soft murrum in even Rupees Ten

23 thickness of 15 to 20 cms including 1781.60 M

10.40 Paise Forty

watering rolling of suitable capacity Only

etc. complete as directed.

Backfiing the foundation trenches

around the structures etc. With Rupees

19.50 Nineteen Paise

watering, ramming, compacting Fifty Only

etc.complete. (By machinary)

Finishing wall with water proofing

cement paint on wall surface ( two

coats ) to give an approved brand

Rupees Sixty

and manufactures and of required

60.80 Paise Eighty

shapes even shade after throughly

brushing the surface to remove all

dirts , and remains of lose

powedered material.

Rupees Two

Providing and fixing marble plate of

hundred Fifty

26 cm thickness including engraving and 112.00 100 cm

Paise Sixty

filling 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 Rupees One

mm x 6 mm with 3 mm thick iron Thousand

27 plate including fixing in 1:5:10 prop. 7.00 No. 1812.60 Eight hundred

Concrete block size 40cm x 40 cm x Twelve Paise

75 cm including painting existing data Sixty Only

on the board etc. complete as

Total Rs.

Rupees One Crore Eighty Eight Lakh Sixty Two thousand Two hundred Sixty Three Paise Forty Five 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 rates mentioned above.Amount of my/our tender works out as under.

* Estimated amount Put to tender Rs.

* Estimated amount Put to tender Rs.

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 of Division or as directed.

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

contractor under his signature.

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

under all conditions, site, moisture, 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