Renovation of H.P Culvert/Slab Culvert in to R.C.C. Box Culvert at Ch.1800 mt. on Sub Drain No.S.6/7 and Ch.450 mt. on Village Drain at Village : Karavali, Ta.:- Areth Dist.:- Surat.

Quantities Unit In figure Amount

No. With Brief Specification ansd

Rs. Ps. In words

Refferance to book of Specification

Providing Videography on the occasion

Rupees One

of function or ongoing construction work

Thousand Two

including dubbing, titleing etc complete

Job/4 Hundred

1 including cost of cassete/CD. (b) Up to 2 1230.51

hours Thirty And

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 and Rupees Eighty

2 wheredirected including dressing the 1270.00 M

82.40 Two And Paise

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

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 988.00 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 8.00 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 75.00 M

757.40 Seven And

debries and making good the damage Paise Forty

etc. complete as directed. Only

Description of Items. Estimated Rates

Quantities Unit In figure Amount

No. With Brief Specification ansd

Rs. Ps. In words

Refferance to book of Specification

Rupees One

Dismentalling the R.C.C. work & Thousand

disposing off the stuff including stacking Seven

6 of the useful materials etc. complete as 13.00 M

1747.70 Hundred Forty

directed.(a)Light reinforcement. (Main Seven And

bar up to 16 mm dia.) Paise Seventy

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

Rupees One

filling including conveying and stacking

8 to required line level, slope section 36.00 M

Sixty Seven

including all leads and lifts, conveying

materials from stacks and laying etc.

Rupees Five

Providing and filling sand below R.C.C.

Hundred Four

9 raft in layers including raming and 26.00 M

watering complete.

Forty Two Only

Providing and laying plain/ reinforced

Design Mix cement concrete of various

grade with cement, sand and coarse Rupees Four

aggregates including centering, Thousand

shuttering, batching, mixing, Three

10 transporting, placing, vibrating, smooth 65.00 M

4380.90 Hundred

finishing, curing etc. complete for all Eighty And

lead and lift.(Batching Plant Based, Paise Ninety

Including dewatering) (B) Raft, Bottom, Only

slab of barrel, footing of columns etc (i)

M-15 grade

Description of Items. Estimated Rates

Quantities Unit In figure Amount

No. With Brief Specification ansd

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

transporting, placing, vibrating, smooth Eight Hundred

finishing, curing etc. complete for all Forty Four

lead and lift.(Baching Plant Based, And Paise

Including dewatering) Seventy 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, Thousand

transporting, placing, vibrating, smooth Seven

12 finishing, curing etc. complete for all 30.00 M

5753.60 Hundred Fifty

lead and lift.(Baching Plant Based, Three And

Including dewatering) Paise Sixty

(D) Walls of barrels, brestwall, Only

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

Including dewatering) (E) Roadway slab, Thirty 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

Quantities Unit In figure Amount

No. With Brief Specification ansd

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 Six

transporting, placing, vibrating, smooth

14 finishing, curing etc. complete for all 6.00 M

Eighty Five

lead and lift.(Baching Plant Based,

And Paise Ten

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

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,

Four Hundred

15 transporting, placing, vibrating, smooth 434.00 M

Ninety Nine

finishing, curing etc. complete for all

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 necessary, 143.00 Qtl. 7194.00 Hundred

hooking etc. complete as per drawing for Ninety Four

all lead & lifts. (B) TMT Only

Description of Items. Estimated Rates

Quantities Unit In figure Amount

No. With Brief Specification ansd

Rs. Ps. In words

Refferance to book of Specification

Rupees Two

Providing and fixing in position 110 mm

Hundred Sixty

dia. PVC pipe weep holes in abutment,

18 204.00 M 263.70 Three And

wing wall and laying training etc.

Paise Seventy

Providing inverted filter of 8 cm. sand

Rupees One

and 8 cm. gravel below/ behind wall/

Hundred Forty

19 pitching including laying to correct 74.00 M

Six And Paise

slopes after necessary trimming of earth

Ninety Only

work etc. complete.

Rupees Five

Providing G.I. 100 mm diameter water

20 spout including necessary iron gratings 8.00 No. 536.02

Thirty Six And

as per drawing.

Paise Two Only

Rupees Three

Supplying of graded stone aggregates of Hundred Six

21 following size ( for W.B.M. road )(2) 167.00 M

306.77 And Paise

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

Spreading the stone aggregate for rolling

Rupees Two

and W.B.M. including filling the

Hundred Sixty

interstices to required camber &

268.92 Eight And

gradient (excluding spreading of

Paise Ninety

Blindage) (ii) 40mm to 63mm size

aggregates (H.B.)

murrum/ soft murrum in even thickness Rupees Ten

23 of 15 to 20 cms including watering 447.00 M

10.40 And Paise

rolling of suitable capacity etc. complete Forty Only

as directed.

Backfiing the foundation trenches

24 excavated stuff including watering, 278.00 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 513.00 M

60.80 And Paise

even shade after throughly brushing Eighty Only

the surface to remove all dirts , and

remains of lose powedered material.

Description of Items. Estimated Rates

Quantities Unit In figure Amount

No. With Brief Specification ansd

Rs. Ps. In words

Refferance to book of Specification

Rupees Two

Providing and fixing marble plate of 2 cm

Hundred Fifty

26 thickness including engraving and filling 32.00 100 cm

paint for letters as directed.

Sixty Only

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

3 mm thick iron plate including fixing in Eight Hundred

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

40 cm x 75 cm including painting existing Paise Sixty

data on the board etc. complete as Only

Total Rs.

Rupees Forty Four Lakh(s) Ninety Eight Thousand One Hundred Two And Paise Seventy Three 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.4498012.73 * Estimated amount Put to tender Rs.4498012.73

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