Repairing of some stretches on Ghaduli-Fulra-Pandhro Road km 10/00 to 20/00, Ta. Lakhapat, Dist. Kachchh

Name of work :-

Repairing of some stretches on Ghaduli-Fulra-Pandhro

Road km 10/00 to 20/00, Ta. Lakhapat, Dist. Kachchh

Bill of Quantity

Memorandum showing items of works to be carried out.

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

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

No. Estimated In Figures In Words

but may be estimated Quantities

1 4.50 Clearing and grubbing road land 28455.09 Rupees Twenty Hect.

including uprooting rank Eight

vegetation grass bushes, shrubs, Thousand

sapling and trees girth up to 300 Four Hundred

mm removal of stumps of trees cut Fifty Five And

earlier and disposal of Paise Nine Only

unserviceable materials (C) By

mechanical means in area of light

2 1679.00 Scarifying gravelled macadam or 41.60 Rupees Forty Sq.m

bitumen macadam surface 6 cm to One And Paise

10 cm.depth including stacking Sixty Only

useful materials on road side and

disposing off remaining stuff.

3 931.00 Box cutting the road surface to 109.24 Rupees One Cu.m

proper slope and camber for Hundred Nine

making a base of road work And Paise

including removing the excavated Twenty Four

stuff and depositing on the road Only

side slope as directed upto50 mts,

4 280.00 Construction of Grannular sub 1350.37 Rupees One Cu.m

base of 150 mm thick in by Thousand

providing GSB Gr - I coarse graded Three Hundred

material using B.T Metal 26.5mm Fifty And Paise

to 53 mm @ 35 % ,26.5mm to Thirty Seven

4.75mm 45% & Below 2.36mm 20 Only

% in uniform layer with motor

grader on prepared surface mixing

by mix in place method with

vibratory roller to achive the

desired density complete as per

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

5 280.00 Providing, laying, spreading and 1638.22 Rupees One Cu.m

compacting 150 mm thick stone Thousand Six

aggregates of specific sizes Grade - Hundred

I (45 mm to 63 mm) to water Thirty Eight

bound macadam specification And Paise

including spreading in uniform Twenty Two

thickness, hand packing , rolling Only

with vibratory roller 80-100 kN

static wt. to proper grade and

camber, applying and brooming,

stone screening/binding materials

to fill-up the interstices of coarse

aggregate, watering and

compacting etc. complete as per

6 521.00 Providing and laying, spreading 1273.61 Rupees One Cu.m

and compacting 150mm thick Thousand Two

graded stone aggregate to Wet Mix Hundred

Macadam specification including Seventy Three

premixing the material with water And Paise

at OMC in mechanical mix plant Sixty One Only

carraige of mixed material by

tipper tip site, laying in uniform

layers with mechanical means in

sub-base /base course on well

prepared surface and compacting

with vibratory roller to achieve the

desired density.

7 1800.00 Earth work Embankment 163.51 Rupees One Cu.m

including brecking of Hundred Sixty

clods,dressing with all lead and lift Three And

including watering rolling and Paise Fifty One

consolidation of subgrade in layers Only

at O.M.C to required dry density

including filling the depressing

which occur during the process

using vibratory roller 8 T to

T.(B) From Borrow area within

8 788.00 Providing 100mm thick compacted 678.72 Rupees Six Cu.m

side shoulder of quarry spall on Hundred

road site including collection of Seventy Eight

material spreading, rolling of And Paise

watering etc. complete as directed. Seventy Two

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

9 3325.00 Providing & applying evenly 91.96 Rupees Ninety Sq.m

priming coat with bitumen One And Paise

Emulsion (SS-1) on prepared Ninety Six Only

surface of granular base including

cleaning of road surface and

spraying primer at the rate of

7.50 Kg. / 10 Smt using using

mechanical means.

10 250.00 Providing & Laying Bituminus 2219.98 Rupees Two MT

Grouting 37.50mm Thick Thousand Two

Compacted with asphalt VG-30 Hundred

grade at the rate of 1.99% by wt of Nineteen And

total mixing & tack coat @ Paise Ninety

2.5Kg/10sqmt on B.T Surface & Eight Only

using B.T chips of required

gradation including cleaning &

heating the aggregate & asphalt by

continuous batching of drum mix

plant and spreading the same by

paver finisher and consolidation

with vibrator roller and power

roller including providing all

materials equipment tools and

plants, oil kerosine, fire wood,

labor charges etc. using contractor

own drum mixplant and paver

finisher etc, Complete in all

11 385.00 Providing and laying 50 mm thick 2739.12 Rupees Two MT

compacted bitumenous macadam Thousand

(BM) with Emulsion tack coat @ Seven

2.50 Kg./ 10 Sqmt using crushed Hundred

stone aggregate as per MORTH Thirty Nine

gradation VG-30 grade bitumen at And Paise

the rate of 3.40% by weight of Twelve Only

total mix (i.e. 34kg/mt by wt. of

total mix) for binding including

heating and mixing the asphalt

and aggregates by continuous

Drum mix plant and transporting

the mix and spreading the same

by paver finisher and consolidation

with vibratory road roller including

using all necessary equipments,

tools, plants, including cost of all

materials, firewood, oil, lubricants,

labour charges etc. complete.

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

12 207.00 Providing and laying 25 mm thick 3325.93 Rupees Three MT

compacted S.D.B.C with B.T. stone Thousand

chips as per MORTH gradation Three Hundred

and asphalt VG - 30 for mixing at Twenty Five

the rate of 5.00 % by weight of And Paise

total mix i.e (50.00 kg/MT by Ninety Three

weight of total mix) including Only

heating the asphalt and aggregates

by continuous Drum mix plant &

spreading the same by paver

finisher including rolling &

consolidation with 10-12 tones

vibratory and power roller &

providing all materials,

equipments, tools & plants, fire

wood, oil, kerosene, labour

charges etc. and using contractor's

own machineries hot mix plant

and paver finisher etc. complete.

13 12.00 Providing and Fixing GUARD 350.80 Rupees Three Nos.

STONE as per I.R.C.type design Hundred Fifty

including white washing etc And Paise

complete. Fixing in C.C 1:5:10 Eighty Only

14 88.00 Cat Eye / Road Stud / RPM : 326.23 Rupees Three Nos.

Supplying of Moulded Twin Hundred

Shanks Raised Pavement Markers Twenty Six

made of Polycarbonate and ABS And Paise

moulded body and reflective Twenty Three

panels with micro primatic lens Only

capable of providing total internal

reflection of the light entering the

lens face and shall support a load

of 13635 kgs. tested in accordance

to ASTM D 4280 Type H and

complying to specification of

Category A of MORTH Circular No.

RW/NH/33023/10-97-DO III Dt.

11.06.1997. The height, width and

length shall not exceed 20mm,

130mm and 130mm and with

minimum reflective area of

sqcm on each side and the slope to

the base shall be 35 +/- 5 degree.

The strength of detachment of the

integrated cylindrical shanks, (of

diameter not less than 19 +/-

2mm and height not less than

+/- 2mm) from thd body is to be a

minimum value of 500 kgf. Fixing

will be by drilling holes on the

road for the shanks to go inside,

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

15 110.83 Road Marking with Hot Applied 367.72 Rupees Three Sq.m

Thermoplastic paint with Hundred Sixty

Reflectorising Glass Bends on Seven And

Bituminous surface Providing and Paise Seventy

laying of hot applied thermoplastic Two Only

compound 2.5 mm. thick

including reflectorising glass beads

@ 250 gms per sqm. area,

Thickness of 2.5 mm is excluding

of surface applied glass beads as

per IRC:35-2015. The Finished

surface to be level, Uniform and

free from streaks and holes. zebra

patta patta / bump patta lane

/center line / edge line / cut

patta. the white color marking

should provide laminance

coefficinet on cement road shall be

min. 130 mcd/m2/lux and asphalt

road shall be min.

mcd/m2/lux during the service

life during the day time. The

marking should meet the

performance criteria for night time

reflectivity, wet reflectivity and

skid resistance as mentioned in

the section-15 of IRC 35-2015.

Warranty for the Retro reflectivity

16 6.00 Chevron sign :-Providing and fixing 4681.35 Rupees Four Nos.

sign boards made out of 1.5mm Thousand Six

aluminium sheet / 3mm ACP Hundred

(Aluminum composite Panel); size Eighty One

60x50 cm as per design of IRC-67- And Paise

2012. Pre treated with Thirty Five

phospheting process & acid Only

etching; coated with one coat of

epoxy primer and two coats of best

quality epoxy paint ;reflectorised

with Micro Prismatic Grade retro

refiectivesheeting of Type-11 as

per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.3 mtr

long stand post of 75 x 75 x 6mm

/ 65NB Circular MS Pipe as

required and frame fabricated from

suitable size iron angle of 50 x

x 5mm; painted with bestquality

epoxy coatings in black and white

bends. the details of symbol or

inscription / numerals for each

board shall be as per the

instruction of engineer in

charge.The fixing at site shall be in

1:2:4 CC blockof size 45 x 45 x

Cms. for each leg.including

excavation, curing etc.complete

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

Rupees Fifty Three Lakh(s) Thirty Four Thousand Six Hundred Fifty Three And Paise

*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 of material shall be statement attached with the GERI Vadodara. Bill for testing charges

shall be paid by the Executive Engineer and 1% (One Percent) of amount put to tender excluding

cost of materials to be issued as schedule A i.e. Rs. _________ shall be recovered from the

Contractor's running bills as per (R&B) Department No.TNC/1085/(4)/C dated 10-5-85 and 20-12-

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Note-9 Labour Cess 1% of estimated cost put to tender for this work shall be recovered from the contract

payment as "Labour Cess" in terms of the Gujarat Govt. Gazette - extra ordinary - dt.12.12.2004,

implementation of buildings and other construction work (resolution of employment and conditions

of services Act'1996)

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

Note-14 be made.

For earthquake resistance provision the work shall be carried out as per the instruction of Engineer

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

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

Estimated according to

No. In Figures In Words

but may be estimated Quantities

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Signature of Contractor Executive Engineer

R&B Division, Bhuj