Renovation of H.P. Culvert/Slab Culvert in to R.C.C. Box Culvert at Ch.1660 Mtr on Village Drain at Village- Nandpor Taluka-Mandvi Dist.Surat.

Item Quantiti

Unit In figure Amount

No. With Brief Specification ansd es

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 1 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 525.00 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 473.00 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 34.00 M

Seven And Paise

debries and making good the damage

Forty Only

etc. complete as directed.

Description of Items. Estimated Rates

Item Quantiti

Unit In figure Amount

No. With Brief Specification ansd es

Rs. Ps. In words

Refferance to book of Specification

Excavation for foundation in all sorts of

soil including yellow, sandy, gravelly

soil, soft & hard murrum, etc. dry

Rupees Eighty

condition including depositing the

81.50 One And Paise

excavated stuff in uniform layers in

Fifty Only

banks or 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 conveying and Rupees One

7 stacking to required line level, slope 18.00 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

8 raft in layers including raming and 13.00 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

9 transporting, placing, vibrating, smooth 34.00 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

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

Description of Items. Estimated Rates

Item Quantiti

Unit In figure Amount

No. With Brief Specification ansd es

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 Five

transporting, placing, vibrating, smooth Thousand Seven

11 finishing, curing etc. complete for all 15.00 M

5753.60 Hundred Fifty

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

Including dewatering) 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

12 finishing, curing etc. complete for all 21.00 M

Hundred Six And

lead and lift.(Baching Plant Based,

Paise Thirty Only

Including dewatering) (E) Roadway slab,

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

13 finishing, curing etc. complete for all 3.00 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-

Description of Items. Estimated Rates

Item Quantiti

Unit In figure Amount

No. With Brief Specification ansd es

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 Four

14 transporting, placing, vibrating, smooth 230.00 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

15 scaffolding, compaction by vibrator, 27.00 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

16 bending, welding joints where 73.0000 Qtl. 7194.00

Hundred Ninety

necessary, hooking etc. complete as per

drawing for all lead & lifts. (B) TMT

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

18 pitching including laying to correct 39.00 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

19 spout including necessary iron gratings 4.00 No. 536.02

Six And Paise

as per drawing.

Description of Items. Estimated Rates

Item Quantiti

Unit In figure Amount

No. With Brief Specification ansd es

Rs. Ps. In words

Refferance to book of Specification

Rupees Three

Supplying of graded stone aggregates

Hundred Six And

20 of following size ( for W.B.M. road )(2) 88.00 M

Paise Seventy

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

Seven Only

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 And

22 of 15 to 20 cms including watering 235.00 M

Paise Forty Only

rolling of suitable capacity etc. complete

as directed.

Backfiing the foundation trenches

23 excavated stuff including watering, 68.00 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

Rupees Sixty

and manufactures and of required

60.80 And Paise Eighty

shapes even shade after throughly

brushing the surface to remove all

dirts , and remains of lose powedered

Rupees Two

Providing and fixing marble plate of

Hundred Fifty

25 cm thickness including engraving and 16.00 100 cm

And Paise Sixty

filling paint for letters as directed.

Providing & fixing in position sign board

of standard size of 0.60 m.x 0.45 m.

Rupees One

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

Thousand Eight

with 3 mm thick iron plate including

26 1.00 No. 1812.60 Hundred Twelve

fixing in 1:5:10 prop. Concrete block size

And Paise Sixty

40cm x 40 cm x 75 cm including painting

existing data on the board etc. complete

as directed.

Total Rs.

Rupees Twenty Three Lakh(s) Eight Thousand Eight Hundred Two And Paise Thirty 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.2308802.37 * Estimated amount Put to tender Rs.2308802.37

Deduct…….% below Rs. Add…….% above Rs.

Net Rs. Total Rs.

Description of Items. Estimated Rates

Item Quantiti

Unit In figure Amount

No. With Brief Specification ansd es

Rs. Ps. In words

Refferance to book of Specification

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