Resurfacing of Morbi to Ghutu Road Km. 0/0 to 3/800 (Selected Length) (V.R.) Ta.Morbi Dist.Morbi (Under MMGSY Yojna (SCSP) Year 2024-25)(6th attempt)

BILL OF QUANTITY

Memorandum showing items of works to be carried out

Item Discription of Item (With Brief Specification and Rate In

Quantity Unit Amount

No.. reference to book of Specification) Figures

1 Clearing and grubbing road land including uprooting 0.76 hect 28393.04

rank vegetation grass bushes,shrubs,sapling and trees

girth up to 300 mm removal of stumps of trees cut

earlier and disposal of unserviceable materials (c) By

mechanical means in area of light jungle

2 Earthwork for Embankment including breaking 286.00 Cum 161.22

clods,dressing etc.complete with all lead and lift.

(Excluding watering & consolidation)

3 Rolling and Watering of earth work in layers with 285.20 Cum 22.49

vibratory roller including filling in depressions which

occur during the process as directed.

4 Construction of dry lean cement Ready Mix concrete 620.00 Cum 2495.71

Sub- base over a prepared sub-grade with coarse and

fine aggregate conforming to IS: 383, the size of coarse

aggregate not exceeding 25 mm, aggregate cement

ratio not to exceed 15:1, aggregate gradation after

blending to be as per table 600-1, cement content not

to be less than 220 kg/ cum, optimum moisture content

to be determined during trial length construction,

concrete strength not to be less than 10 Mpa at 7 days,

mixed in a batching plant, transported to site, laid with a

fixed form paver or conventional method, compacting

with 8-10 tonnes vibratory roller, finishing and curing

5 Providing and casting in situ controlled Trimix cement 1240.00 Cum 6015.06

concrete M-30 for various thickness road work laid as

directed included providing and laying necessary

formwork, applying plate vibrator (Electric or Diesel ) on

channel compressor with vacuum dewatering system

by using all necessary equipments and materials &

admixtures such as sock hardner powder, water

reducing admixtre such as conplast P-211 etc. with

filling the joints with bitumean as directed etc complete

6 Providing and applying Primer Coat with bitumen 31345.00 Sqm 39.29

emulsion RS on prepared surface of granular Base

including clearing of road surface and spraying primer

at the rate of 0.75kg/sqm using mechanical means.

7 Providing, laying and rolling of 25 mm thick Semi 2012.00 Mt 3171.04

Dense Bitumeneous Carpet (SDBC) using crushed

stone B.T. chips as per require gradation and using

bitumen grade VG-30 for mixing at 50Kg/MT i.e.

% of total mix, hot laid process including using drum

mix plant, including heating the asphalt and aggregate

by contineous drum mix plant , transporting the mix and

spreading the same by paver finisher and consolidation

with vibratory roller including fuel, oil, lubricant, labour

8 Providing and fixing in position FE 500D TMT bar 18.60 Mt 72601.87

reinforement including cutting, bending and tying

complete as per detailed drawings. (A) R.C.C. Kerb. (B)

R.C.C. Footpath.(C) R.C.C. Approch slab.(D) Wearing

9 Providing and fixing Hectometer as per I.R.C. type 15.00 No 356.50

design including paiting, lettering etc. complete (ii)

Fixing in Cement Concrete 1:5:10

10 Providing and fixing guard stone as per I.R.C. type 54.00 No 98.63

design including white wasins etc. complete

(1) Fixing in earth.

11 Providing and fixing ordinary Kilometer stone of precast 4.00 No 704.34

C.C. 1:2:4 including necessary reinforcement as per

I.R.C. type design in C.C. 1:4:8 including

painting,lettering etc. complete (For O.D. road V.R.)

12 Providing and fixing indicator stone of approved stone 171.00 No 343.27

as per I.R.C. type design in C.C. 1:4:8 including white

washing etc. complete.(ii) Fixing in C.C. 1:5:10

13 Providing and fixing Village Name board as per 1.00 No 3437.60

Standard IRC type design of steel plate including

painting,lettering etc. complete with fixing in C.C. 1:4:8

block with necessary excavation

14 Providing and fixing Road Sign of M.S. plate and angle 4.00 No 3072.99

iron including painting, lettering etc. complete with

fixing in C.C. 1:4:8 block with necessary excavation etc.

comp. As per IRC type design (1) Reflective type

15 Cautionary warning sign;-Providing & Fixing sign 2.00 No 3808.66

boards made out of 2mm. alluminium sheet size

90x90x90cms. equilateral triangle as per design of IRC-

67-1977 Pretrated with phospheting process & acid

atching : coated with one coat of apoxy primer and two

coats of best quality epoxy paint, reflectrorised with

retro reflective sheeting as per latest

MOSTspecifications. 3.1mt. lomg stand post & frame

fabricated from suitable size iron angle of 35x35x3

mm., 75x75x6mm. required paited with best quality

epoxy coatings in black and white bends, the detail of

symbols for each board shall be as per the instruction

of the engineer in charge. The fixing at site shall be in

C.C. 1:2:4 block of size 45x45x60 cms for each leg,

incl. excavation,curing etc. comp.under the supervision

of Engineer - in charge. (A) Engineer grade.

16 Providing and erecting logo cum informatory retro 1.00 No 6167.06

reflectorised board as per IRC-67 made of engineering

grade sheeting as per specification fixed over

alluminium sheeting,2mm. thick as logo board with

vertical support of M.S. angle 35x35x5 mm and lateral

clearance of 100mm between logo & informatory board

and 2mm.thick M.S. plate asinformation board with

area exceeding 0.90 sqm. fixed on frame of an angle

35x35x5 mm and supported on a M.S. angle iron post

75mm x75mm x6 mm - 2Nos firmly fixed to the ground

by means of properly designed foundation with M

grade cement concrete 45cm x45cm x60cm, below

ground level as per drawing, including paiting and

installation at site

17 Regulatory / Mandatory Signs 4.00 No 3439.81

Providing and Fixing sign boards made out of 2mm

aluminum sheet : size 60 cms. diamete circle as per

design of IRC-67-1977. Pretreated with phospheting

process and acid etching : coated with one coat of

epoxy primer and two coats of best quality epoxy paint:

reflectorised with retro reflective sheeting as per latest

M.O.S.T specification: 3.1 M. long stand post and

frame fabricated from suitable size iron angle of

35*35*3mm 75*75*6mms. required: painted with best

quality epoxy coatings in black and white bends the

details of symbole for each board shall be as per the

instruction of engineer in charge the fixing at site shall

be in 1:2:4 CC block of size 45*45*60 cms for each leg:

including excvation curing etc. comp.under the

supervision of engineer-in-charge.(A) Engineer grade.

18 Direction sign (Junction Board) 1.00 No 14831.71

Providing and Fixing sign boards made out of 2mm

aluminum sheet : size 244*122 cms. rectangle as per

design of IRC-67-1977. Pretreated with phospheting

process and acid etching : coated with one coat of

epoxy primer and two coats of best quality epoxy paint:

reflectorised with retro reflective sheeting as per latest

M.O.S.T specification: 3.1 M. long (2 nos) stand post

and frame fabricated from suitable size iron angle of

50*50*5mm 75*75*6mms. required: painted with best

quality epoxy coatings in black and white bends the

details of symbole for each board shall be as per the

instruction of engineer in charge the fixing at site shall

be in 1:2:4 CC block of size 45*45*60 cms for each leg:

including excvation curing etc. comp.under the

supervision of engineer-in-charge.

(A) Engineer grade.

19 Hazard Marker sign : 10.00 No 2423.74

Providing and Fixing sign boards made out of 2mm

aluminum sheet : size 90*30 cms. rectangle as per

design / Drawing attached (IRC). Pretreated with

phospheting process and acid etching : coated with

one coat of epoxy primer and two coats of best quality

epoxy paint: reflectorised with retro reflective sheeting

as per latest M.O.S.T specification: 3.1 M. long (2 nos)

stand post and frame fabricated from suitable size iron

angle of 35*35*3mm and 50*50*5mm : painted with

best quality epoxy coatings in black and white bends

the details of symbole 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 block of

size 45*45*60 cms for each leg: including excvation

curing etc. comp.under the supervision of engineer-in-

(B) Engineer grade

20 Route marker sign :- 16.00 No 3744.68

Providing & fixing sign boards made out of 2mm

aluminium sheet, size 60x45cms. rectangle plus

30x25cms additional plate as per the attached drawing

(IRC) pre treated with phospheting process & acid

etching. coated with one coat of epoxy primer and two

coats of best quality epoxy paint reflectorised with retro

sheeting as per latest M.O.S.T. Specifications ; 3.1m

long stand post and frame fabricated from iron angle of

35 x 35 x 3mm , 75x75x6mm as required, painted with

best quality epoxy coating in black and white bends

The details of 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 block of size 45 x 45x 60cms. for

each leg, including excavation curing etc. complete

under the supervision of engineer in charge.(A)

Engineer Grade..

21 Road marking with hot applied thermoplastic paints 925.00 Sqm 367.73

(Yellow Colour No. 356 on C.C. Road & White Colour

on Asphalt Surfaces) with reflectorising glass beads on

bitumin surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm area,

thickness of 2.5mm is excluding of surface applied

glass beds as per IRC:35-2015. The finished surface to

be level, uniform and free from streaks and holes.

zebra patta /bump patta lane/center line/ edge line/cut

patta. The white color marking should provide

liminance coefficinet on cemend road shalll be min

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 should be two

22 Cat Eye / Road Stud / RPM: Supplying of Molded Twin 634.00 No 326.23

Shanks Raised Pavement Markers made of

polycarbonate and ABS moulded body and reflective

panels with micro prismatic lens 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

Specifications of Category A of MORTH Circular N

RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height,

width and length shall not exceed 20 mm, 130 mm and

130 mm and with minimum reflective area of 13 Sqcm

on each side and the slope to the base shall be 35 +/-

degree. The strength of detachment of the integrated

cylindrical shanks, (of diameter not less than 19 +/-

mm and height not less than 30+/- 2 mm) from the 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,

without nails and using epoxy resin based adhesive

Rupees One Crore Eighty Eight Lakh Three Thousand Six Hundred Fifteen and Paise Ninty

Fixed Deduction for available material from dismantling for First R.A. Bill

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

estimated rateAmount

* Estimated mentioned above. Amount of my /our

tender works out *asEstimated

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

Deduct……..……..% Belowe Rs…………..….……. Add……..……..% Above Rs…………..….…….

In words………………….……………… In words………………….………………

Note :- 1.The Contractor shall exhibit a board with detailed specification and details of work as directed by the

Note :- 2.The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Note :- 3.GST and Income tax TDS will be deducted at a source while making payments of bills

Note :- 4.In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.:

Signature of Contractor

Note:- Amount Rs.0 of Dismentalled materials Shall be Recovered from 1st RA Bill of Contractor at Once.

Depurty Executive Engineer Executive Engineer

Panchayat R.& B. Sub Division Panchayat R.& B. Division