Repairing of Minor Bridge & Box Culvert at ch. 13/622, 23/178, 25/230, 27/678, 30/815, 37/764, 38/622, 41/700 on Bhuj-Mundra Road, Bhuj, Dist.Kachchh

Name of work :-

Repairing of Minor Bridge & Box Culvert at ch. 13/622, 23/178, 25/230, 27/678,

30/815, 37/764, 38/622, 41/700 on Bhuj-Mundra Road, Bhuj, Dist.Kachchh

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 0.14 Clearing and grubbing road land 28455.09 Rupees Twenty Hectares

including uprooting rank Eight

vegetation, grass bushes, shrubs, Thousand Four

sapling and trees girth up to 300 Hundred Fifty

mm removal of stumps of trees cut Five And Paise

earlier and disposal of Nine Only

unserviceable materials (C) By

mechanical means in area of light

2 132.00 Scaffolding: - Providing, erecting 460.56 Rupees Four Sqm

and dismantling safe H frame and Hundred Sixty

/ pipe scaffolding including And Paise Fifty

working platform for external area Six Only

of bridge 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) A) up to 10.0 mt

3 432.00 Shuttering: Providing, erecting and 890.82 Rupees Eight Sqm

removing proper, safe and leak Hundred

proof shuttering using Plywood, Ninety And

steel plate to facilitate any type of Paise Eighty

concrete repair work etc. as Two Only

directed by Engineer in charge.

4 361.20 Excavation for foundation in sand, 511.11 Rupees Five Cum

gravel, clay soft soils and murrum Hundred

etc. including shoring, strutting Eleven And

dewatering as necessary and Paise Eleven

disposing of the excavated stuff as Only

directed.(A) Depth upto 3.0 M. and

lead upto 100m for 10 Cuml (for

Pier Jacketing Purposes & Boulder

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

5 84.00 Boulder apron laid in wire crates - 1531.16 Rupees One Cum

Providing and laying of boulder Thousand Five

apron laid in wire crates made with Hundred Thirty

4mm dia GI wire conforming to IS: One And Paise

280 & IS:4826 in 100mm x 100mm Sixteen Only

mesh (weaved diagonally) including

10% extra for laps and joints laid

with stone boulders weighing not

less than 40 kg each. - around

6 224.00 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 bars after drying &

also new bars after 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 tools tackles, necessary

surface preparation & necessary

protection after & during repair

7 224.00 Epoxy bonding agent of new 529.24 Rupees Five Sqm

concrete to old concrete. The Hundred

applied bond agent should possess Twenty Nine

min properties as below: Shear And Paise

Strength - @ 7 days 20N/mm2 Twenty Four

Flexural Strength - @ 7 days 35 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 datasheets)

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

8 280.00 Providing and inserting nipples 502.98 Rupees Five Each

with approved fixing compound Hundred Two

after drilling holes for grouting as And Paise

per Technical specifications Ninety Eight

including subsequent Only

cutting/removal and sealing of the

hole as necessary of nipples after

completion of grouting with

9 1120.00 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

10 34.00 Providing G.I. 100mm diameter 536.03 Rupees Five Each

waterspouts including necessary Hundred Thirty

iron gratings as per drawings. Six And Paise

11 160.00 Providing and casting in situ- 5746.90 Rupees Five Cmt

controlled cement concrete M-300 Thousand

for RCC Jacketing around Piers as Seven Hundred

per drawings including where Forty Six And

necessary, laying vibrating, curing Paise Ninety

and finishing complete. (B) Height Only

from 0.0 to 10.0 M. (1) Piers (2)

12 6.00 Providing and laying in position FE 73858.69 Rupees MT

550D 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

(for Pier Jacketing Purposes) Nine Only

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

13 1226.00 Shear connectors:- Drilling holes 550.45 Rupees Five Nos

into existing concrete substrate for Hundred Fifty

anchoring of new anchoring rebars And Paise

with 12/16 mm dia shear Forty Five Only

connectors at 1.5 m c/c as per

drawing and for additional rebar

provision in repair area and fixing

with chemical anchor lokfix of

Fosroc make / Master flow 935 of

BASF make / Hilti Hy200 /

Fischer. Drilling hole diameter:

mm larger to rebar dia drilling

depth: min 10 times the rebar dia

including cleaning, cutting,

fabricating, chemical, tools, tackles

etc. completed as directed by EIC..

Material: - chemical anchor lokfix

E77 of Fosroc make / Master flow

935 of BASF make / Hilti Hy200 /

Fischer or equivalent. (c) 16mm

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

14 647.40 Reinforced Cement Concrete Crash 5905.47 Rupees Five Rmt

Barrier (Provision of an Reinforced Thousand Nine

cement concrete crash barrier at Hundred Five

the edges of the road, approaches And Paise

to bridge structures and medians, Forty Seven

constructed with M-40 grade Only

concrete with TMT reinforcement

conforming to IRC:21 and dowel

bars 25 mm dia, 450 mm long at

expansion joints filled with pre-

moulded asphalt filler board, keyed

to the structure on which it is built

and installed as per design given in

the enclosure to MOST circular No.

RW/NH - 33022/1/94-DO III dated

24 June 1994 as per dimensions in

the approved drawing and at

locations directed by the Engineer,

all as specified) etc. complete (A)

Only crash barrier.

15 18.00 Providing fusion bonded 10162.62 Rupees Ten MT

Epoxy coating not less than Thousand One

175 micron thickness and up to Hundred Sixty

300 micron to reinforcement Two And Paise

bars as per IS-13620- Sixty Two Only

1993/ASTM-775 M

including testing of coating at

plant and all taxes. (A) 10mm to

Rupees Eighty One Lakh(s) Sixty Two Thousand One Hundred Twenty One And Paise Thirty Only

*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

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Note-9 Labour Cess shall be recovered as per SBD

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

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

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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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Signature of Contractor Executive Engineer

R&B Division, Bhuj