Renovation of H.P. Culvert / Slab Culvert in to R.C.C. Box Culvert at Ch.500 mt. and Ch.1200 mt. on Sub Drain No.S.6/7 at Village : Karavali, Ta.:- Areth Dist.:- Surat.

Item Quantitie

Unit In figure Amount

No. With Brief Specification ansd s

Rs. Ps. In words

Refferance to book of Specification

Providing Videography on the occasion

Rupees One

of function or ongoing construction

Thousand Two

work including dubbing, titleing etc Job/4

1 2 1230.51 Hundred Thirty

complete including cost of cassete/CD. hours

And Paise Fifty

(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 spoil banks or as and Rupees Eighty

2 wheredirected including dressing the 1281.00 M

82.40 Two And Paise

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

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.

Rupees Sixty

3 including breaking clods, dressing to the 1005.00 M

Seven Only

design section with lead upto

kilometer and all lifts. (By poclane

machinary)

Dismentaling the existing R.C.C.pipes of

Rupees Eight

the following diameter including sorting

out and stacking of the useful materials

4 15.00 Mt. 873.90 Seventy Three

including refilling the trenches

etc.complete as directed.(NP.2 pipes)

Ninety Only

(c) 650 mm to 900 mm dia.

Dismentalling the existing brick masonry

Rupees Seven

including sorting out and stacking the

Hundred Fifty

5 useful materials and removing the 99.00 M

debries and making good the damage

Paise Forty Only

etc. complete as directed.

Description of Items. Estimated Rates

Item Quantitie

Unit In figure Amount

No. With Brief Specification ansd s

Rs. Ps. In words

Refferance to book of Specification

Rupees One

Dismentalling the R.C.C. work &

disposing off the stuff including stacking

Seven Hundred

6 of the useful materials etc. complete as 13.00 M

Forty Seven

directed.(a)Light reinforcement. (Main

bar up to 16 mm dia.)

Seventy Only

Excavation for foundation in all sorts of

soil including yellow, sandy, gravelly soil,

soft & hard murrum, etc. dry condition

Rupees Eighty

including depositing the excavated stuff

81.50 One And Paise

in uniform layers in banks or as directed

Fifty Only

etc. complete for lead up to 1.0 Km and

all lifts. (By machinery) (a) Above Water

Supplying and laying trap rubble stone

of 10 to 30 kg. in weight for toe and

core filling including conveying and Rupees One

8 stacking to required line level, slope 36.00 M

1067.00 Thousand Sixty

section including all leads and lifts, Seven Only

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 26.00 M

And Paise Forty

watering complete.

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 Three

10 transporting, placing, vibrating, smooth 67.00 M

4380.90 Hundred Eighty

finishing, curing etc. complete for all And Paise

lead and lift.(Batching Plant Based, Ninety Only

Including dewatering) (B) Raft, Bottom,

slab of barrel, footing of columns etc (i)

M-15 grade

Description of Items. Estimated Rates

Item Quantitie

Unit In figure Amount

No. With Brief Specification ansd s

Rs. Ps. In words

Refferance to book of Specification

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 Eight

transporting, placing, vibrating, smooth

4844.70 Hundred Forty

finishing, curing etc. complete for all

Four And Paise

lead and lift.(Baching Plant Based,

Seventy Only

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, Rupees Five

transporting, placing, vibrating, smooth Thousand

12 finishing, curing etc. complete for all 30.00 M

5753.60 Seven Hundred

lead and lift.(Baching Plant Based, Fifty Three And

Including dewatering) Paise Sixty 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, mixing, Rupees Five

transporting, placing, vibrating, smooth Thousand Two

13 finishing, curing etc. complete for all 42.00 M

5206.30 Hundred Six

lead and lift.(Baching Plant Based, And Paise Thirty

Including dewatering) (E) Roadway slab, Only

approach slab, chute floor slab, kerb,

pier cap, abutment cap, hoisting

platform, top slab of barrel etc.( iii ) M-

Description of Items. Estimated Rates

Item Quantitie

Unit In figure Amount

No. With Brief Specification ansd s

Rs. Ps. In words

Refferance to book of Specification

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, smooth Thousand Six

14 finishing, curing etc. complete for all 6.00 M

4685.10 Hundred Eighty

lead and lift.(Baching Plant Based, Five And Paise

Including dewatering) (E) Roadway slab, Ten Only

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 centering, Rupees Four

shuttering, batching, mixing, Thousand Four

15 transporting, placing, vibrating, smooth 451.00 M

4499.60 Hundred Ninety

finishing, curing etc. complete for all Nine And Paise

lead and lift.(Baching Plant Based, Sixty Only

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 vibrator, 54.00 M

361.00 Hundred Sixty

curing as directed with all lead & lift etc One Only

complete without dewatering and

excluding the cost of steel

reinforcement. (G) For wearing coat

75mm thick (ii) Concrete Grade M-25

and MSA- 10 to 20 mm

Providing and placing in position TMT

Rupees Seven

reinforcement bars including cutting,

Thousand One

17 bending, welding joints where 145.00 Qtl. 7194.00

Hundred Ninety

necessary, hooking etc. complete as per

drawing for all lead & lifts. (B) TMT

Description of Items. Estimated Rates

Item Quantitie

Unit In figure Amount

No. With Brief Specification ansd s

Rs. Ps. In words

Refferance to book of Specification

Providing and fixing in position 110 mm Rupees Two

dia. PVC pipe weep holes in abutment, Hundred Sixty

wing wall and laying training etc. Three And Paise

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 77.00 M

Six And Paise

slopes after necessary trimming of earth

Ninety Only

work etc. complete.

Rupees Five

Providing G.I. 100 mm diameter water

Hundred Thirty

20 spout including necessary iron gratings 8.00 No. 536.02

Six And Paise

as per drawing.

Rupees Three

Supplying of graded stone aggregates Hundred Six

21 of following size ( for W.B.M. road )(2) 173.00 M

306.77 And Paise

H.B. stone aggregates 40mm to 63 mm. Seventy Seven

Spreading the stone aggregate for

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

interstices to required camber & Hundred Sixty

gradient (excluding spreading of Eight And Paise

Blindage) (ii) 40mm to 63mm size Ninety Two Only

aggregates (H.B.)

murrum/ soft murrum in even thickness Rupees Ten

23 of 15 to 20 cms including watering 462.00 M

10.40 And Paise Forty

rolling of suitable capacity etc. complete Only

as directed.

Backfiing the foundation trenches

24 excavated stuff including watering, 295.00 M

19.50 Nineteen And

ramming, compacting etc.complete. (By Paise Fifty Only

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 shapes 523.00 M

60.80 And Paise

even shade after throughly brushing Eighty Only

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 32.00 100 cm

And Paise Sixty

filling paint for letters as directed.

Description of Items. Estimated Rates

Item Quantitie

Unit In figure Amount

No. With Brief Specification ansd s

Rs. Ps. In words

Refferance to book of Specification

Providing & fixing in position sign board

of standard size of 0.60 m.x 0.45 m. with

Rupees One

M.S. angle 40mm x 40 mm x 6 mm with

Thousand Eight

3 mm thick iron plate including fixing in

27 2.00 No. 1812.60 Hundred

1:5:10 prop. Concrete block size 40cm x

Twelve And

40 cm x 75 cm including painting

Paise Sixty Only

existing data on the board etc. complete

as directed.

Total Rs.

Rupees Forty Six Lakh(s) Thirty Three Thousand Five Hundred Forty Nine And Paise Forty Seven 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.4633549.47 * Estimated amount Put to tender Rs.4633549.47

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