M & R to Various Structure Repairing Work Road Under R & B Sub Division,Harij (Sami Section) (1) Baspa - Bhadrada- Ved Road Km.0/0 to 20/600 (MDR) [Repairing of Box-Culvert At Km.19/400 to 19/600 & Km.19/600 to 19/800 ] (2) Sami - Nanichandur Road Km.0/0 to 25/480 (MDR) [Repairing of Box-Culvert At Ch-Km.19/800 to 20/00 & Km.23/600 to 23/800 ]

NAME OF WORK :- M & R to Various Structure Repairing Work Road Under R & B Sub Division,Harij (Sami

Section) (1) Baspa - Bhadrada- Ved Road Km.0/0 to 20/600 (MDR) [Repairing of Box-Culvert At Km.19/400 to

19/600 & Km.19/600 to 19/800 ] (2) Sami - Nanichandur Road Km.0/0 to 25/480 (MDR) [Repairing of Box-Culvert

BILL OF QUANTITY

Quantities Estimate Rate Total amount

Quantities Estimate Rate Total amount

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

1 5.00 Diversion of water course, providing cofferdam 25250.00 Rupees Twenty Each

and bund or island as may be necessary for Five Thousand

foundation and maintaining the same for the Two Hundred

period as may be necessary. (F) Abutment Left Fifty Only

(including returns/wing walls)

2 1281.00 Guniting concrete surface with cement mortar 775.68 Rupees Seven Sqm

applied with compressor after cleaning surface Hundred Seventy

and spraying with epoxy complete as per Five And Paise

Technical specification. (Reference to MORTCH's Sixty Eight Only

specification 2807)

3 321.00 Rust Removal C Steel Protection:- Cleaning as 838.30 Rupees Eight Sqm

directed C specified all corrosion / rust / scales Hundred Thirty

from reinforcement bars using rust remover Eight And Paise

Reebaklens RR of Fosroc make or Rust Thirty Only

clean of BASF or equivalent of leaving to dry for

30 mins C washing surface with fresh water as

required to exposed reinforcement bars complete

as specified also providing C applying inhibition

coats/system to exposed reinforcement bars after

drying C also new bars after cleaning C 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 tools tackles,

necessary surface preparation C necessary

protection after C during repair work.

4 1281.00 Epoxy bonding agent of new concrete to old 529.24 Rupees Five Sqm

concrete. The applied bond agent should possess Hundred Twenty

min properties as below: Shear Strength - @ 7 Nine And Paise

days 20N/mm2 Flexural Strength - @ 7 days 35 Twenty Four Only

N/mm2 Compressive Strength - @ 7 days

50N/mm2 (The new repair mortar/concrete should

be applied within overlay time of epoxy bonding

agent mentioned as per manufacturer's

5 434.00 Providing and inserting nipples with approved 502.98 Rupees Five No

fixing compound after drilling holes for grouting as Hundred Two

per Technical specifications including subsequent And Paise Ninety

cutting/removal and sealing of the hole as Eight Only

necessary ofnipples after completion of grouting

with Cement/Epoxy.

Quantities Estimate Rate Total amount

Quantities Estimate Rate Total amount

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

6 281.00 Sealing of cracks/porous concrete by injection 794.87 Rupees Seven Kg

process through nipples/Grouting complete as Hundred Ninety

per Technical specification. Four And Paise

7 0.71 Providing and placing in position FE 500D TMT 76213.97 Rupees Seventy MT

bar reinforcement including cutting, bending, Six Thousand

hooking, and tying complete as per detailed Two Hundred

drawing.(C) Balanced cantilever box type Thirteen And

supersturcture.(I) Deck slab (II) Webs,Bottom Paise Ninety

slabs and Diaphragms

8 763.00 Wire mesh 50mm x 50mm size of 3mm wire 55.55 Rupees Fifty Five Kg

And Paise Fifty

9 641.00 Chipping and removal of existing deteriorant 94.50 Rupees Ninety Smt

pointing and providing new Pointing on coursed Four And Paise

stone masonry with cement mortar 1:3 (1-cement Fifty Only

: 3-coarse sand) (B) Ruled pointing(sor.it.Code -

10 376.00 Excavation for foundation upto 1.5 m depth 128.79 Rupees One Cmt

including sorting out and stacking of useful Hundred Twenty

materials and disposing off the excavated stuff Eight And Paise

upto 50 Meter lead.(A) Loose or soft soil Seventy Nine

11 41.00 Providing and laying cement concrete 1:3:6 (1- 2985.86 Rupees Two Cmt

Cement : 3- coarse sand : 6- hand broken stone Thousand Nine

aggregates 40 mmnominal size) and curing Hundred Eighty

complete excluding cost of formwork in (A) Five And Paise

Foundation and Plinth Eighty Six Only

Quantities Estimate Rate Total amount

Quantities Estimate Rate Total amount

It Rs. In In Words according to

but may Item of Work Unit

No. Figures. estimated

12 174.00 Providing and casting in situ Ordinary cement 3573.53 Rupees Three Cmt

concrete M-150 for R.C.C. Raft and cut-off walls Thousand Five

including necessary shuttering laying,vibrating, Hundred Seventy

ramming and curing complete. Three And Paise

Fifty Three Only

I / We am / are willing to carry out the work at …………….% below / above ( Should be written in figure and words ) of

the tender rates mentined above Amount of my / our tender works out as under.

Tender amount Rs…………………. Tender amount Rs………………….

Add…….% above Rs…………………. Less…….% below Rs………………….

Net in words Rs……………….... Net in words Rs………………....

Signature of Contractor

Deputy Executive Engineer

R & B Sub Division