Renovation of H.P. Culvert in to R.C.C. Box Culvert in various Villages of Vyara Taluka Dist. Tapi of Ukai Command for Year 2025-26.

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

1 2 1230.51 Hundred Thirty

including cost of cassete/CD. (b) Up to hours

And Paise Fifty

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 983.00 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 859.00 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 5.00 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.

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 stacking Rupees One

6 to required line level, slope section 34.40 M

1067.00 Thousand Sixty

including all leads and lifts, conveying Seven Only

materials from stacks and laying etc.

Rupees Five

Providing and filling sand below R.C.C.

Hundred Four

7 raft in layers including raming and 24.40 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,

shuttering, batching, mixing,

Three Hundred

8 transporting, placing, vibrating, smooth 47.40 M

Eighty And

finishing, curing etc. complete for all

Paise Ninety

lead and lift.(Batching Plant Based,

Including dewatering) (B) Raft, Bottom,

slab of barrel, footing of columns 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 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

10 finishing, curing etc. complete for all 29.40 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

11 finishing, curing etc. complete for all 41.70 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-

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

12 finishing, curing etc. complete for all 5.20 M

4685.10 Hundred

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

Including dewatering) (E) Roadway slab, Paise Ten Only

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,

Thousand Four

shuttering, batching, mixing,

13 transporting, placing, vibrating, smooth 310.70 M

Ninety Nine

finishing, curing etc. complete for all

And Paise Sixty

lead and 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

14 scaffolding, compaction by vibrator, 53.00 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

15 bending, welding joints where necessary, 107.1620 Qtl. 7194.00 Hundred

hooking etc. complete as per drawing for Ninety Four

all lead & lifts. (B) TMT Only

Rupees Two

Providing and fixing in position 110 mm

Hundred Sixty

dia. PVC pipe weep holes in abutment,

16 72.00 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

17 pitching including laying to correct 26.00 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

18 spout including necessary iron gratings 8.00 No. 536.02

Six And Paise

as per drawing.

Rupees Three

Supplying of graded stone aggregates of Hundred Six

19 following size ( for W.B.M. road )(2) 120.60 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 Ninty Two Only

aggregates (H.B.)

murrum/ soft murrum in even thickness Rupees Ten

21 of 15 to 20 cms including watering 326.20 M

10.40 And Paise

rolling of suitable capacity etc. complete Forty Only

as directed.

Backfiing the foundation trenches

22 excavated stuff including watering, 300.00 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

23 manufactures and of required shapes 434.50 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 2 cm

Hundred Fifty

24 thickness including engraving and filling 32.00 100 cm

And Paise Sixty

paint for letters as directed.

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

25 2.00 No. 1812.60 Hundred

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

Twelve And

40 cm x 75 cm including painting existing

Paise Sixty Only

data on the board etc. complete as

Total Rs.

Rupees Thirty Three Lakh(s) Seventy Six Thousand Nine Hundred Forty And Paise Thirty Two 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. 3376940.32 * 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