SR To Resurfacing of Jadar Mangadh Moti Vadol Road Km 0/000 to 3/600 (Resurfacing, CC Road, Slab Drain & Other Misc. Work)

Item Rate In

(with brief specification and reference to book Quantity Unit Amount

No. figures

of specifications)

1 Clearing and grubbing road land including 1.08 28455.08 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 Box cutting the road surface to proper slope 354.00 109.05 Cum

and camber for making a base for road work

including removing the excavated stuff and

depositing on the road side slope as directed.

3 Earthwork for embankment including breaking 4521.00 131.93 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.(E) From Borrow area with lead and lift.

4 Providing, laying, and compacting Quarry spall 540.00 407.23 Cum

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. complete.

5 Construction of B.T.M.C. granular sub-base by 149.00 1181.57 Cum

providing granular material of Grading II,

spreading in uniform layers with motor grader

on prepared surface, mixing by mix in place

method with front end loader at OMC, and

compacting with vibratory roller to achieve the

desired density, complete as per clause

6 Providing, laying, spreading and compacting 144.00 1262.33 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 book Quantity Unit Amount

No. figures

of specifications)

7 Providing, laying, spreading and compacting 57.00 1042.42 Cum

graded B.T.M.C. stone aggregate to wet mix

macadam specification including premixing the

Material with water at OMC in mechanical mix

plant carriage of mixed Material by tipper to

site, laying in uniform layers with grader in sub-

base / base course on well prepared surface

and compacting with vibratory roller to achieve

the desired density.

8 Providing and fixing ordinary Kilometer stone of 3.00 1293.39 No.

precast C.C. 1:2:4 including necessary

reinforcement as per I.R.C. type design in

C.C.1:4:8 including letter and paints etc.

complete (For N.H., S.H. and M.D.R.)

9 Providing and fixing Hectometer as per I.R.C. 14.00 356.50 No.

type design including painting, lettering etc.

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

10 Providing and fixing indicator stone of 166.00 343.27 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

11 Providing and fixing guard stone as per I.R.C. 74.00 350.80 No.

type design including white washing etc.

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

Description of Item

Item Rate In

(with brief specification and reference to book Quantity Unit Amount

No. figures

of specifications)

12 Cautionary Warning Sign :- Providing and fixing 32.00 3906.19 No.

sign boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size

x 90 x 90 cms. equilateral triangle 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;

3.6mtr 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

35 x 35 x 3mm; 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 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. (B)

Class-B Type-4 Retro Reflective sheeting

Description of Item

Item Rate In

(with brief specification and reference to book Quantity Unit Amount

No. figures

of specifications)

13 Facility Informatory Sign :- Providing and fixing 4.00 3990.64 No.

sign boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size

x 60 cms. 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 refiectivesheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T. Specifications; 3.6mtr

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 35 x

x 3mm; 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

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. (B) Class-B Type-4

Retro Reflective sheeting.

Description of Item

Item Rate In

(with brief specification and reference to book Quantity Unit Amount

No. figures

of specifications)

14 Regulatory / Mandatory Sign :-Providing and 26.00 3540.12 No.

fixing sign boards made out of 2mm aluminium

sheet / 4mm ACP (Aluminum composite Panel);

size 60 cms. Dia Circle 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; 3.6mtr

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 35 x

x 3mm; 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

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. (B) Class-B Type-4

Retro Reflective sheeting.

Description of Item

Item Rate In

(with brief specification and reference to book Quantity Unit Amount

No. figures

of specifications)

15 Direction (Junction) Sign :- Providing and fixing 2.00 21287.51 No.

sign boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size

244x122 cms. 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; 4.0mtr

(2 Nos.) 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

50x50x5 mm; 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 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. (B)

Class-B Type-4 Retro Reflective sheeting

Description of Item

Item Rate In

(with brief specification and reference to book Quantity Unit Amount

No. figures

of specifications)

16 Village name Sign :- Providing and fixing sign 6.00 6397.43 No.

boards made out of 2mm aluminium sheet / 4mm

ACP (Aluminum composite Panel); size 90x60

cms. 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 refiectivesheeting of Type-4 as per ASTM D-

4956 and latest M.O.S.T. Specifications; 3.3mtr

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 35 x

x 3mm; 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

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

Description of Item

Item Rate In

(with brief specification and reference to book Quantity Unit Amount

No. figures

of specifications)

17 STOP Sign :- Providing and fixing sign boards 3.00 6704.36 No.

made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 90 cms.

Octagonal 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; 3.6mtr

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 35 x

x 3mm; 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

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. (B) Class-B Type-4

Retro Reflective sheeting.

Description of Item

Item Rate In

(with brief specification and reference to book Quantity Unit Amount

No. figures

of specifications)

18 Chevron sign :- Providing and fixing sign boards 36.00 3711.75 No.

made out of 1.5mm aluminium sheet / 3mm ACP

(Aluminum composite Panel); size 60x50 cm

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

blockof 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

19 Tree Guard sign :- Providing & fixing sign board 30.00 590.98 No.

made out of 2mm aluminium sheet / 3mm ACP

(Aluminum composite Panel) ,size 30cms

diameter circle, pretreated with phospheting

process and acid etching, painted 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. specifications. 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. (B) Class-B Type-4

Retro Reflective sheeting

Description of Item

Item Rate In

(with brief specification and reference to book Quantity Unit Amount

No. figures

of specifications)

20 Hazard Marker Sign :- Providing and fixing sign 6.00 3518.69 No.

boards made out of 2.0 mm aluminium sheet /

mm ACP (Aluminum composite Panel); size

90x30 cms. 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; 1.8mtr

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 35 x

x 3mm; 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

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. (B) Class-B Type-4

Retro Reflective sheeting

21 Road marking with hot applied thermoplastic 1447.00 367.72 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.

Description of Item

Item Rate In

(with brief specification and reference to book Quantity Unit Amount

No. figures

of specifications)

22 Cat Eye / Road Stud / RPM: Supplying of Molded 424.00 326.23 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 4280 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

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

from the body is to be a minimum value of

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.

23 A Providing and erecting a Single "W" metal 575.00 4757.10 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-30 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

24 Excavation for foundatiuon upto 1.5 m depth 1089.00 253.85 Cum

incl. Sorting out & stacking of useful material &

disposing of the excavated stuff upto 50m.

Lead. (B) Dense or hard soil.

25 Providing and laying controlled cement 309.50 4280.54 Cum

concrete M.150 for curing complete excluding

cost of formwork and reinforcement for

reinforced concrete work in (A) Foundations,

footings, Base of columns and Mass concrete

Description of Item

Item Rate In

(with brief specification and reference to book Quantity Unit Amount

No. figures

of specifications)

26 Supplying and fixing reinforced concrete heavy 15.00 3469.26 Rmt

duty non-pressure pipes with collars for

culverts carrying heavy traffic as per IS 458-

1991 specifications including setting the pipes

in C.M. 1:2 watering and laying (to level or

slopes) of class NP3 of following internal

daimeters. (v) 900mm dia.

27 Providing and laying controlled cement 1341.00 4356.67 Cum

concrete M.200 for curing complete including

cost of formwork and reinforcement for

reinforced concrete work in (A) Foundations,

footings, Base of columns and Mass concrete

28 Providing TMT Bar FE 500D reinforcement for 8523.00 77.29 Kg.

R.C.C. work including bending, binding and

placing in position complete upto floor two

29 Providing Kachha Diversion may be necessary 1.00 5050.00 No.

for traffic and maintaining the same for the

period as may be necessary as directed by

engineer in charge. (For HP Drain)

30 Dismentalling the existing structure including 1.00 5050.00 No.

removing & stacking the dismentalled materials

as and where directed.

31 Providing and laying Weep hole in abutment 664.00 86.73 No.

and return by using PVC. pipe of 100 mm dia

including laying in proper grade and joining

complete etc as per details specification.

32 Providing and laying - Fitter Media 600mm 854.00 1238.93 Sqmt

thick directed at the back of abutments, returns

and wing walls as per detailed specifications.

33 White washing with lime on wall surface (two 1714.00 12.73 Sqmt

coats) to give an even shade including

thoroughly booming the surface to remove all

dirt, dust; mortar drops and other foreign

34 Filling available excavated earth (excluding 2079.00 136.92 Cum

rock) in trenches. plinth, sides of foundations

etc. in layers not exceeding 20 cm. in depth

consolidating each disposited layer by ramming

and watering.

Description of Item

Item Rate In

(with brief specification and reference to book Quantity Unit Amount

No. figures

of specifications)

35 Supplying and fixing reinforced concrete heavy 20.00 1968.38 Rmt

duty non-pressure pipes with collars for

culverts carrying heavy traffic as per IS 458-

1991 specifications including setting the pipes

in C.M. 1:2 watering and laying (to level or

slopes) of class NP3 of following internal

daimeters. (i) 600mm dia.

36 Providing and laying contolled cement concret 300.00 5700.13 Cum

M-30 and curing complete including

compacting with surface mechanical vibrator,

mechanical floater, chanelling formwork,

grooving including providing dowel bar, tai bar,

expantion joint and construction joint including

filling asphalt filler joint as per instruction of

Engineer in charge.

37 Dismentaling the existing structure including 109.00 930.23 Cum

removing and stacking the dismentelled

materials as and where directed. (A) R.C.C.

38 Excavation for foundation in sand, gravel, clay 1014.00 511.45 Cum

soft soils and murrum etc. including shoring,

strutting dewatering as necessary and

disposing of the excavated stuff as directed.

(A) Depth upto 3.0 M. and lead upto 100m for

39 Providing and casting in-situ controlled cement 647.00 4659.10 Cum

concrete M-250 for RCC raft and cut off walls

including shuttering, laying, vibrating, ramming,

and curing complete.

40 Providing and casting in situ controlled cement 110.00 5555.65 Cum

concrete M - 300 for R.C.C. solid slab

including centering, scaffolding, curing &

finishing comp.. (including Apoxy Painting of

Exterior Surface)

41 Providing and casting in-situ controlled cement 36.70 5656.72 Cum

concrete M-400 for average 100 mm thick

wearing cost laid as directed including tamping,

vibrating finishing curing and complate.

Description of Item

Item Rate In

(with brief specification and reference to book Quantity Unit Amount

No. figures

of specifications)

42 Providing and casting in-situ controlled cement 16.50 4914.07 Cum

concrete M-250 for kerb / kerb blocks including

formwork, curing and finishing complete.

43 Providing and casting in-situ controlled cement 50.40 5356.29 Cum

concrete M-300 for approach slab including

formwork curing and finishing complete.

44 Providing and placing in position FE 500D bar 56.00 73858.69 M.T.

reinforcement for following items including

cutting bending hooking and tying complete as

per detailed drawing.

45 Providing parapet of ordinary cement concrete 99.00 1189.20 Rmt

M-200 as per detailed drawings with necessary

reainforcement including, shuttering, laying

vibrating and finishing to line and level

complete. (i) Pre Cast.

46 Provding P.V.C. 100 mm diameter water 32.00 159.37 No.

spouts including necessary iron gratings as per

47 Providing Pre-moulded asphalt filler joints as 15.20 703.53 Sqmt

per drawings. (A) 12mm

48 Providing and laying rubble for appron (each 125.00 1083.81 Cum

stone weighing not less than 40 Kg.) including

packing & filling in the interestices with quarry

49 Providing and filling sand behind abutments 370.00 479.44 Cum

and between returns in layers as directed.

50 Providing Kachha Diversion may be necessary 2.00 50500.00 No.

for traffic and maintaining the same for the

period as may be necessary as directed by

engineer in charge. (For Box Culvert)

Description of Item

Item Rate In

(with brief specification and reference to book Quantity Unit Amount

No. figures

of specifications)

51 Providing Diversion of road 3.75mt Width for 100.00 7077.43 Rmt

Structure by Providing & spreading Earth

Work, 200mm Unscreen GSB, 200mm GSB-II

and 20mm MSS. The Length of Road is

Depend onsite condition etc as directed by

Engineer in Charge. (The diversion shall be

maintainance & Repair in all weather Season.

No Any extra Payment shall be made for

maintenace & repair work of Diversion)

Total Rs.

Rupees Two Crore SixtyEight Lakh ThirtyEight Thousand Four Hundred ThirtyTwo and Paisa

NinetyTwo 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 rate mentioned above. Amount of my / our

tender works out as under.

Estimated amount put to tender Estimated amount put to tender

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.

5 Dismentalling of Credit materials amounting of Rs. 466754.70 must be recovered from Contractor's

respective R.A. Bill.

Signature of Contractor

Deputy Executive Engineer Executive Engineer

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

Idar Himatnagar