Renovation of H.P. Culvert/Slab Culvert in to R.C.C. Box Culvert in various Villages of Mahuva Taluka Dist.Surat 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

occasion of function or ongoing Rupees One

construction work including Thousand Two

dubbing, titleing etc complete 12 1230.51 hundred Thirty

including cost of cassete/CD. (b) Paise Fifty One

Up to 4.0 hours. 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 Rupees Eighty

2 wheredirected including dressing 8953.00 M

82.40 Two Paise Forty

the canal section up to lead of 50 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 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

masonry including sorting out and Rupees Seven

stacking the useful materials and hundred Fifty

removing the debries and making Seven Paise Forty

good the damage etc. complete as Only

directed. (b) In Cement Mortar

Dismentaling the existing

R.C.C.pipes of the following

Rupees Eight

diameter including sorting out and

hundred Seventy

5 stacking of the useful materials 67.50 Mt. 873.90

Three Paise

including refilling the trenches

Ninety Only

etc.complete as directed.(NP.2

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

Dismentalling the R.C.C. work &

Rupees One

disposing off the stuff including

Thousand Seven

stacking of the useful materials

1747.70 hundred Forty

etc. complete as directed.(a)Light

Seven Paise

reinforcement. (Main bar up to

Seventy Only

Excavation for foundation in all

sorts of soil including yellow,

sandy, gravelly soil, soft & hard

murrum, etc. dry condition Rupees Eighty

7 including depositing the excavated 4516.70 M

81.50 One Paise Fifty

stuff in uniform layers in banks or Only

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

Rupees One

conveying and stacking to

1067.00 Thousand Sixty

required line level, slope section

Seven Only

including all leads and lifts,

conveying materials from stacks

and laying etc. complete.

Rupees Five

Providing and filling sand below

hundred Four

9 R.C.C. raft in layers including 180.80 M

Paise Forty Two

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,

Rupees Four

smooth finishing, curing etc.

Thousand Three

10 complete for all lead and 333.70 M

hundred Eighty

lift.(Batching Plant Based,

Paise Ninety Only

including dewatering) (B)Raft,

Bottom, slab of barrel, footing of

columns,piers, abutment and

bottom slab of sump etc (i) M-15

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 Eight

11 smooth finishing, curing etc. 316.10 M

4844.70 hundred Forty

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-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,

Thousand Seven

smooth finishing, curing etc.

5753.60 hundred Fifty

complete for all lead and

Three Paise Sixty

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,

Rupees Five

transporting, placing, vibrating,

Thousand Two

13 smooth finishing, curing etc. 302.10 M

hundred Six Paise

complete for all lead and

Thirty Only

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, Rupees Four

transporting, placing, vibrating, Thousand Six

14 smooth finishing, curing etc. 31.20 M

4685.10 hundred Eighty

complete for all lead and Five Paise Ten

lift.(Baching Plant Based, Including Only

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, Rupees Four

shuttering, batching, mixing, Thousand Four

15 transporting, placing, vibrating, 2628.70 M

4499.60 hundred Ninety

smooth finishing, curing etc. Nine Paise Sixty

complete for all lead and 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

necessary formwork, centering, Rupees Three

16 scaffolding, compaction by 393.20 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-

Providing and placing in position

TMT reinforcement bars including Rupees Seven

cutting, bending, welding joints Thousand One

where necessary, hooking etc. hundred Ninety

complete as per drawing for all Four Only

lead & lifts. (B) TMT

Providing and fixing in position Rupees Two

110 mm dia. PVC pipe weep holes hundred Sixty

in 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

146.90 hundred Forty Six

laying to correct slopes after

Paise Ninety Only

necessary trimming of earth work

etc. complete.

Providing G.I. 100 mm diameter

Rupees Five

water spout including necessary

20 38.00 No. 536.02 hundred Thirty

iron gratings as per drawing.

Six Paise Two Only

Supplying of graded stone Rupees Three

aggregates of following size ( for hundred Six Paise

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

aggregates 40mm to 63 mm. Only

Spreading the stone aggregate for

rolling and W.B.M. including filling Rupees Two

the interstices to required camber hundred Sixty

& gradient (excluding spreading Eight Paise Ninety

of Blindage) (ii) 40mm to 63mm Two Only

size aggregates (H.B.)

murrum/ soft murrum in even

thickness of 15 to 20 cms Rupees Ten Paise

including watering rolling of Forty Only

suitable capacity etc. complete as

Backfiing the foundation trenches

around the structures etc. With

Rupees Nineteen

Paise Fifty Only

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

25 manufactures and of required 3051.70 M

Paise Eighty Only

shapes even shade after

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

250.60 hundred Fifty

engraving and filling paint for

Paise Sixty Only

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

Rupees One

40 mm x 6 mm with 3 mm thick

Thousand Eight

27 iron plate including fixing in 1:5:10 12.00 No. 1812.60

hundred Twelve

prop. Concrete block size 40cm x

Paise Sixty Only

40 cm x 75 cm including painting

existing data on the board etc.

complete as directed.

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.

* 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