Renovation of H.P. Culvert/Slab Culvert in to R.C.C. Box Culvert in various Villages of SongadhTaluka Dist. Tapi of Ukai 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

Rupees One

occasion of function or ongoing

Thousand Two

construction work including Job/4

1 3 1230.51 hundred Thirty

dubbing, titleing etc complete hours

Paise Fifty One

including cost of cassete/CD. (b) Up

to 4.0 hours.

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

Rupees Eighty

spoil banks or as and wheredirected

82.40 Two Paise

including dressing the canal section

Forty Only

up to lead of 50 mt. 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

Rupees Sixty

3 tanks etc. including breaking clods, 2575.00 M

Seven Only

dressing 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

Dismentaling the existing

R.C.C.pipes of the following Rupees Eight

diameter including sorting out and hundred

6 stacking of the useful materials 35.00 Mt. 873.90 Seventy Three

including refilling the trenches Paise Ninety

etc.complete as directed.(NP.2 Only

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

Excavation for foundation in all

sorts of soil including yellow, sandy,

gravelly soil, soft & hard murrum,

etc. dry condition including Rupees Eighty

7 depositing the excavated stuff in 1434.14 M

81.50 One Paise Fifty

uniform layers in banks or as Only

directed etc. complete for lead up

to 1.0 Km and all lifts. (By

machinery) (a) Above Water Table

Excavation for foundation in soft

rock including depositing the Rupees One

excavated stuff as and where hundred Fifty

directed etc. complete for lead upto Four Paise Ten

1.0 Km and all lifts. (By machinary) Only

(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

1067.00 Thousand Sixty

line level, slope section including all

Seven Only

leads and lifts, conveying materials

from stacks and laying etc.

Rupees Five

Providing and filling sand below

hundred Four

10 R.C.C. raft in layers including raming 59.90 M

Paise Forty

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, Rupees Four

placing, vibrating, smooth finishing, Thousand

11 curing etc. complete for all lead and 167.30 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 centering, shuttering,

Rupees Four

batching, mixing, transporting,

Thousand Eight

placing, vibrating, smooth finishing,

4844.70 hundred Forty

curing etc. complete for all lead and

Four Paise

lift.(Baching Plant Based, Including

Seventy Only

dewatering)

( B ) Raft, Bottom, slab of barrel,

footing of columns, piers,

abutments and bottom slab. ( iii ) M-

Providing and laying

plain/reinforced Design Mix cement

concrete of various grade with

cement, sand and coarse aggregates

including centering, shuttering, Rupees Five

batching, mixing, transporting, Thousand

placing, vibrating, smooth finishing, Seven hundred

curing 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,

Rupees Five

batching, mixing, transporting,

Thousand Two

placing, vibrating, smooth finishing,

5206.30 hundred Six

curing 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,

Rupees Four

batching, mixing, transporting,

Thousand Six

placing, vibrating, smooth finishing,

4685.10 hundred Eighty

curing 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-15 grade.

Providing and laying

plain/reinforced Design Mix cement

concrete of various grade with

cement, sand and coarse aggregates Rupees Four

including centering, shuttering, Thousand Four

batching, mixing, transporting, hundred

placing, vibrating, smooth finishing, Ninety Nine

curing 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

centering, scaffolding, compaction

361.00 hundred Sixty

by 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 (r)

Concrete Grade M-25 and MSA-

Providing and placing in position

Rupees Seven

TMT reinforcement bars including

Thousand One

cutting, bending, welding joints

18 366.4652 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 and 8 cm. gravel below/ Rupees One

behind wall/ pitching including hundred Forty

laying to correct slopes after Six Paise

necessary trimming of earth work Ninety Only

etc. complete.

Providing G.I. 100 mm diameter

Rupees Five

water spout including necessary

hundred Thirty

21 iron gratings as per drawing. 12.00 No. 536.02

Six Paise Two

Supplying of graded stone Rupees Three

aggregates of following size ( for hundred Six

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

aggregates 40mm to 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

24 thickness of 15 to 20 cms including 1179.00 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.

Providing and fixing marble plate of Rupees Two

2 cm thickness including engraving hundred Fifty

and filling paint for letters as Paise Sixty

directed. Only

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 Eight

28 plate including fixing in 1:5:10 prop. 3.00 No. 1812.60 hundred

Concrete block size 40cm x 40 cm x Twelve Paise

75 cm including painting existing Sixty Only

data on the board etc. complete as

Total Rs.

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. 12687022.95 * 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