(1) Repairing of Approach Slab to Existing Box Culvert on Rapar Fatehgadh Adesar Road km 0/00 to 50/00(Ch.3/100, 5/800,6/900) (2) Repairing and Renovation of Existing Box Culvert at Ch. 0/900 on Palasva Bhimasar Hamirpar Fatehgadh Road km 0/00 to 32/00 Ta.Rapar, Dist. Kutch

Name of work :-

(1) Repairing of Approach Slab to Existing Box Culvert on Rapar Fatehgadh

Adesar Road km 0/00 to 50/00(Ch.3/100, 5/800,6/900) (2) Repairing and

Renovation of Existing Box Culvert at Ch. 0/900 on Palasva Bhimasar

Hamirpar Fatehgadh Road km 0/00 to 32/00 Ta.Rapar, Dist. Kutch

Bill of Quantity

Memorandum showing items of works to be carried out.

It. Qty. Item of work Estimated Rates Unit Total amount according

It. Qty. Item of work Estimated Rates Unit Total amount according

No. Estimated In Figures In Words

to estimated Quantities

1 123.00 Demolition including stacking of 1082.35 Rupees One Cmt

serviceable materilas and disposal Thousand

of unserviceable materials with all Eighty Two And

lead and lift. (i) R.C.C. work Paise Thirty

2 432.00 Construction of Grannular sub 1903.24 Rupees One Cmt

base of 150 mm thick in by Thousand Nine

providing GSB Gr - I coarse graded Hundred Three

material using B.T Metal 26.5mm And Paise

to 53 mm @ 35 % ,26.5mm to Twenty Four

4.75mm 45% & Below 2.36mm 20 Only

% in uniform layer with motor

grader on prepared surface mxing

by mix in place method with

vibratory roller to achive the

desired density complete as per

3 54.00 Providing and casting in situ 3737.13 Rupees Three Cmt

Ordinary cement concrete M-150 Thousand

for R.C.C. Raft and cut-off walls Seven Hundred

including necessary shuttering Thirty Seven

laying, vibrating, ramming and And Paise

curing complete. Thirteen Only

4 108.00 Providing and casting in situ 5197.33 Rupees Five Cmt

controlled cement concrete Thousand One

concrete M-250 for approach slab Hundred

including formwork curing and Ninety Seven

finishing complete. And Paise

5 10.58 Providing and laying in position FE 73858.69 Rupees MT

500D TMT bar reinforcement Seventy Three

including cutting, bending, hooking Thousand

and tying complete as per detailed Eight Hundred

drawings for the following.(A) Piers Fifty Eight And

(B) Abutments (C) R.C.C. Returns Paise Sixty

It. Qty. Item of work Estimated Rates Unit Total amount according

It. Qty. Item of work Estimated Rates Unit Total amount according

No. Estimated to estimated Quantities

but may be In Figures In Words

6 16.50 Providing and casting in situ 5265.96 Rupees Five Cmt

controlled cement concrete M-250 Thousand Two

for R.C.C. return as per drawings Hundred Sixty

including centering shuttering, Five And Paise

scaffolding where necessary, laying Ninety Six Only

vibrating, curing and finishing

complete.(A) Height from 0.0 to

M. (1) Piers (2) Abutment (3) RCC

7 900.00 Removal of defective 594.79 Rupees Five Sqm

concrete,cleaning the surface Hundred

thoroughly, applying the shotcrete Ninety Four

mixture mechanically with And Paise

compressedairunder Seventy Nine

pressure,comprising of cement, Only

sand, coarse aggregates, water and

quick setting compound in the

proportion as perclause 2807.1.,

sand and coarse aggregates

conforming to IS:383 and table 1ofI

S:9012 respectively ,water cement

ratio ranging from 0.35 to 0.50,

density of gunite not less than

2000kg/cum,strength not less than

25 Mp aand workmanship

conforming to clause 2807.6.

8 900.00 Epoxy bonding agent of new 529.24 Rupees Five Sqm

concrete to old concrete.The Hundred

applied bond agent should possess Twenty Nine

min propertiesas And Paise

below:ShearStrength-@7days Twenty Four

20N/mm2 Flexural Strength- Only

@7days 35N/mm2 Compressive

Strength-@7days 50N/mm2(The

new repair mortar/concrete should

be applied within overlay time of

epoxy bonding agent mentioned as

per manufacturer's data sheets)

9 900.00 Guniting concrete surface with 775.68 Rupees Seven Sqm

cement mortar applied with Hundred

compresso rafter cleaning surface Seventy Five

and spraying with epoxy complete And Paise Sixty

as per Technical Eight Only

specification.(Reference to

MORT&H's specification 2807)

It. Qty. Item of work Estimated Rates Unit Total amount according

It. Qty. Item of work Estimated Rates Unit Total amount according

No. Estimated to estimated Quantities

but may be In Figures In Words

10 120.00 Providing and inserting nipples 502.98 Rupees Five Nos

with approved fixing compound Hundred Two

after drilling holes for grouting as And Paise

per Technical specifications Ninety Eight

including subsequentcutting Only

/removal and sealing of the hole as

necessary of nipples after

completion of grouting with

11 240.00 Sealing of cracks/porous concrete 794.87 Rupees Seven Kg

by injection process through Hundred

nipples/Grouting complete as per Ninety Four

Technical specification. And Paise

12 540.00 Rust Removal & Steel Protection:- 838.30 Rupees Eight Sqm

Cleaning as directed & specified all Hundred Thirty

corrosion /rust /scales from Eight And

reinforcement bars using rust Paise Thirty

remover Reebaklens RR of Fosroc Only

make or Rust clean of BASF or

equivalent of leaving to dry for

mins & washing surface with fresh

water as required to exposed

reinforcement bars complete as

specified also providing & applying

inhibition coats/system to exposed

reinforcement bar safterdrying&

also new bar safter cleaning &

removing scales and rust

completely as specified.Two

component inhibitors Concresive

ZRI equivalent material of BASF

make as approved by engineer shall

be used as per manufacturers

specification in two coats including

all labour toolstackles, necessary

surface preparation & necessary

protection after & during repair

13 300.00 Scaffolding: Providing, erecting and 208.06 Rupees Two Sqm

dismantling safe H frame and /pipe Hundred Eight

scaffoldingi ncluding working And Paise Six

platform for external area of bridge Only

pier to facilitate all works etc.

completed, Measurement for

payment shall be considered as per

detailed specification .(Property of

contractor,and repetitions will be

paid per pier) (for Every 1 m extra

height, increase the rate by

rupees/ meter height)A) up to

It. Qty. Item of work Estimated Rates Unit Total amount according

It. Qty. Item of work Estimated Rates Unit Total amount according

No. Estimated to estimated Quantities

but may be In Figures In Words

14 19800.00 Providing TMT Bar FE 500D 77.29 Rupees Kg

reinforcement for R.C.C. work Seventy Seven

including bending, binding and And Paise

placing in position complete upto Twenty Nine

floor two level Only

Rupees Sixty Five Lakh(s) Ninety Three Thousand Two Hundred Fifty And Paise Seventy Two

*Estimated amount *Estimated amount

Put to tender Rs……………………… Put to tender Rs………………………

Deduct : ………% below Add : ………% above

Net Rs……………………… Net 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-3 Rates quoted include clearance of site (prior commencement of work and its close) in all respects and

hold good for work under all conditions, site, moisture, weather etc.

Note-5 Testing Charges for the quality of material shall be recovered as per SBD

Note-8 pnMU VG[ BF6 lJEFU4 ;lRJF,I4 UF\WLGUZGF 9ZFJ S|DF\So V[DPV[DPVFZPv !!Z___vZ_!#vK4 TFP!q)qZ__$ YL

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Note-9 Labour Cess shall be recovered as per SBD

Note-10 Quantity of items may reduce or increase as per work execution.

Note-11 p5ZMST SFD SM.56 SFZ6;Z D\H]Z q GFD\H]Z SZJFGL ;œF ;CL SZGFZ VlWSFZLGL VAFlWT ZC[X[P

Note-13 In RCC items where there is change of grade mix or change as per actual mix design the difference of

cement consumption shall be deducted from rate of original item at the rate of star rate mentioned in

tender. However for Increase in quantity of cement no additional payment shall be made.

Note-14 For earthquake resistance provision the work shall be carried out as per the instruction of Engineer in-

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It. Qty. Item of work Estimated Rates Unit Total amount according

It. Qty. Item of work Estimated Rates Unit Total amount according

No. Estimated to estimated Quantities

but may be In Figures In Words

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Signature of Contractor Executive Engineer

R&B Division, Bhuj