Constg. of Kanthariya School Road Under MBVSVUY - 2025-26 Package No. - SK/MBVSVUY/03, Ta. - Vjaynagar Dist. - Sabarkantha (2nd Trial)

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

1 Clearing and grubbing road land including 0.32 28455.06 Hect.

uprooting 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 2648.00 131.93 Cum

clods, dressing with all lead and lift and

including watering rolling and consolidation of

subgrade in layers at O.M.C. to required dry

density including filling the depression which

occur during the process using power roller

8T to 10T. From Borrow area with all lead and

3 Providing, laying, and compacting Hard 126.00 274.20 Cum

Murrum for Road side shoulders including

spreading in uniform thickness, rolling with

vibratory roller 80-100 kN static wt. to proper

grade and camber including watering etc.

4 Providing, laying, spreading and compacting 431.00 1598.06 Cum

stone aggregates of specific sizes to water

bound macadam (Grade-I) (B.T. Metal of size

45 to 90 mm) specification including

spreading in uniform thickness, hand packing,

rolling with 3 wheeled steel/ vibratory roller in

stages to proper grade and camber, applying

and brooming requisite type of screening/

binding Materials to fill up the interstices of

coarse aggregate, watering and compacting

to the required density.

5 Providing, laying, spreading and compacting 622.00 1519.01 Cum

stone aggregates of specific sizes to water

bound macadam (Grade-II) (B.T. Metal of size

45 to 63 mm) specification including

spreading in uniform thickness, hand packing,

rolling with 3 wheeled steel/ vibratory roller in

stages to proper grade and camber, applying

and brooming requisite type of screening/

binding Materials to fill up the interstices of

coarse aggregate, watering and compacting

to the required density.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

6 Providing and applying Tack coat, using VG- 3986.00 32.88 Sqmt

30 bitumen at the rate 4.0 kg. / 10 sq.m. on

W.B.M./ W.M.M. surface including cleaning

the surface etc. complete.

7 Providing & laying 37.50mm thick Bituminous 299.00 2779.41 M.T.

grout base course using B.T. stone aggregate

as per required gradation with asphalt of VG-

30 grade at the rate of 1.99% i.e. 19.90 Kg/

M.T. including heating & mixing in drum mix

plant transporting the mix spreading the same

by paver finisher and consolidation by

vibratory roller as per MORT&H specification

including cost of all materials fuel, labours,

tools and plant etc using contractors own

drum mix plant etc. comp.

8 Providing and laying 25 mm thick premix 210.00 4233.15 M.T.

asphalt carpet using 0.66 cmt per 1 MT. mix

with M.C. stone agg. with VG-30 for tack coat

@2.5 kg./10 Sqmt BT surface and using

asphalt VG-30 of 33.60 kg .ie. 3.36 % by

Drum Mix Plant & spreading the same by

paver finisher with vibratory roller 80 to

KN. static wt. incl. providing all equipments

tools and plants, fire wood, oil, kerosene,

labour charges etc. complete with contractor's

own machineries, etc. complete.

9 Providing and laying bitumenous Seal coat 148.00 4662.87 M.T.

0.24 cmt / 10 smt. with machine crushed

aggregate using 45.00 kg. VG-30 of bitumen

per M.T. of total weight of mix agg. (4.50 % of

total weight of mix) by drum mix plant and

spreading the same by paver finisher and

consolidation with vibratory roller 80 to

KN static wt. incl. providing all materials

equipments, tools and plants, fire wood, oil,

kerosene, labour charges etc. comp &

flushing sand @ rate of 0.30.

10 Providing and fixing ordinary Kilometer stone 2.00 704.33 No.

of precast 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.)

11 Providing and fixing Hectometer as per I.R.C. 5.00 356.50 No.

type design including painting, lettering etc.

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

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

12 Providing and fixing indicator stone of 60.00 343.27 No.

approved stone 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 guard stone as per I.R.C. 24.00 350.80 No.

type design including white washing etc.

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

14 Cautionary Warning Sign :- Providing and fixing 2.00 3379.54 No.

sing boards made out of 2mm aluminium sheet;

size 90 x 90 x 90 cms. equilateral triangle as per

design of IRC-67-1977. 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

refiective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x

35 x 3mm, 75 x 75 x 6mm as required; painted

with best quality epoxy coatings in black and

white bends. The details of symbol 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 45 x 60 Cms. for each leg.

including excavation, curing etc. complete under

the supervision of engineer in charge. (A)

Engineer Grade (VR)

15 Facility Informatory Signs :-Providing and fixing 2.00 3856.90 No.

sing boards made out of 2mm aluminium sheet;

size 80 x 60 cms. rectangle as per the design of

IRC-67-1977 pre treated with phospheting

process & acid teching; coated with one coat of

epoxy primer and two coats of best quality

epoxy paint; reflectorised with retro refiective

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

3.1m long stand postand frame fabricated from

suitable size iron angle of 35 x 35 x 3 mm

75x75x6 mm as required; painted with best

quality epoxy coatings in black and white bends.

the details of symbol for eachboard shall details

of symbol for eachboard 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 x45 x

60 cms. for each leg. including excavation

curing etc. complete under the supervision of

engineer in charge. (A) Engineer Grade (VR).

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

16 Regulatory/Mandatory signs : Providing and 2.00 3268.79 No.

fixing sing boards made out of 2mm aluminium

sheet; size 60 cms. diameter circle as per the

design of IRC-67-1977 pre treated with

phospheting process & acid eteching; coated

with one coat of epoxy primer and two coats of

best quality epoxy paint; reflectorised with retro

refiective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x

35 x 3mm 75x75x6 mm as required; painted

with best quality epoxy coatings in black and

white bends. the details of symbol 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 45 x 60 cms. for each leg.

including excavation curing etc. complete under

the supervision of engineer in charge. (A)

Engineer Grade (VR).

17 Providing and fixing Junction board of M.S. 2.00 5236.70 No.

plates and angles asper standard I.R.C. design

including fixing in C.C. 1:4:8 with necessary

excavation painting figuring and lettering on

board etc. complete.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

18 Chevron sign :- Providing and fixing sign boards 3.00 3711.75 No.

made out of 1.5mm aluminium sheet / 3mm

ACP (Aluminum composite Panel); size

60x50cm rectangular as per design of IRC-67-

2012. Pre treated with phospheting process &

acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint

; reflectorised with High Intensity Prismatic

Grade retro refiective sheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.

Specifications; 3.3 mtr long stand post of Iron

Angle 75 x 75 x 6mm / 65NB Circular MS Pipe

as required and frame fabricated from suitable

size iron angle of 35x35x3 mm; painted with

best quality 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 block of size 45 x 45 x

60 Cms. for each leg including excavation,

curing etc. complete under the supervision of

engineer in charge. A warranty for 7 years for

the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year

outdoor exposure test report from third party test

lab for the product offered shall be submitted by

contractor. (A) Class-B Type-4 Retro Reflective

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

19 Road marking with hot applied thermoplastic 357.00 367.72 Sqmt

paints 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 years.

20 A Providing and erecting a Single "W" metal 30.00 4668.86 Rmt

beam crash barrier comprising of 3 mm thick

corrugated sheet metal beam rail, 70 cm above

road / ground level, fixed on ISMC series

channel vertical post, 150 x 75 x 5 mm spaced

2.0 m centre to centre , 1.8 m high , 1.1 m

Below ground / road level, all steel parts and

fitments to be galvanised by hot dip process, all

fittings to conform to IS:1367 and IS:1364,

metal beam rail to be fixed on the vertical post

with a spacer of channel section 150 x 75 x

mm, 330 mm long , Fixed in M-25 Grade

Concrete 1.1 x 0.5 x 0.5 complete as per clause

810. Reflector type-4 class - B High Intensity

grade at Every Post as per drawing complete as

per clause

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

21 Cat Eye / Road Stud / RPM: Supplying of Molded 242.00 326.23 No.

Twin 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

Type H and complying to Specifications 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 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 +/- 5 degree. The strength of

detachment of the integrated cylindrical shanks, (of

diameter not less than 19 +/- 2 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

as per manufacturers recommendation and The

color of the marker should be as per the IRC 35-

2015 and as directed by Engineer-in-charge.

Total Rs.

Rupees FourtyNine Lakh NinetyTwo Thousand Eight Hundred SeventyEight and Paisa

TwentyThree Only

I / We / am/are willing to carry out the work at ________________________________% above / below

percent (should be written in figure and words) of the estimated rates mentioned above. Amount of

my/our tender Works out as under.

Estimated Amount Estimated Amount

put to tender Rs. _________ put to tender Rs. _________

Deduct_______% below Add_______% above

Net Rs._________ Net Rs._________

in words ___________ in words ___________

1 The Contractor shall exhibit a board with detailed specification and details of work as directed by

the Engineer-In-Charge for which no extra payment shall be made.

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

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

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

G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in

R.C.C. items where there is a change as per actual mix design the cost of difference of cement

consumption have been deducted from the rate of original item at the rate of input rate

mentioned in all the tender.

Signature of Contractor

Dy. Executive Engineer Executive Engineer

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

Vjaynagar Himatnagar