Road

No. Rate In

1 Earthwork in cutting including preparing the slope 3000.00 Cum 582.93

and camber and stacking or utilising the cutting stuff

in bank as directed upto 200 Meters from the end of

cutting with all lead and lift.(iii) Hard rock.

2 Earthwork for embankment including breaking clods, 3229.31 Cum 177.91

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 within

3.0KM. lead

3 Construction of 150mm thick compacted granular 1504.50 Cum 791.84

sub base ( Grade- I , Crushed B T materials of

%, Below 2.36 mm @ 15 % ) by providing close

graded matrial , mixing in a machanical mix plant at

OMC, carriage of a mix material to work site,

spreading uniform layers with motor grader on

prepared surface and compacting with vibratory

power roller to achieve desire density , complete as

per MORTH Specification clause

4 Water Bound Macadam Grading-I (By Manual 729.00 Cum 1546.70

Means) Providing, laying, spreading and compacting

stone aggregates of 90 to 45mm sizes to water bound

macadam specification including spreading in

uniform thickness, hand packing, rolling with smooth

wheel roller 80-100 kN in stages to proper grade and

camber, applying and brooming, stone

screening/binding materials to fill up the interstices of

coarse aggregate, watering and compacting as per

MORTH specification to the required density.

Item Rates

Description of Item Quantity Unit Amount

No. Rate In

5 Providing and filling in foundation with ordinary 725.55 Cum 3345.58

cement concrete M-100 mix and providing necessary

vertical pin headers including formwork, vibrating,

ramming and curing complete.

6 Construction of concrete road using tremix system 1350.00 Cum 6416.53

with 20cm thick with 125mm thick PVC micron sheet

CC M 250 Concrete mixing conplast P-211 water

reduction admixture @ 100 ml/bag of cement and

harder 62.50ml/bag using fixing and removing 'C'

Channels of required road depth leveling if placed

concrte with surface vibrator, finishing the surface

with power floter and towel tight brooming as

directed with providing expansion joints 20 x 200mm

and construction joint 20 x 20 mm using concrete

cutter machine etc. complete.

7 Providing and laying specified Quarry Spall in side 360.00 Cum 466.62

shoulders including carriage of materials spreading in

live and level and consolidation

8 Road marking with hot applied thermo plastic paints 600.00 Sqm 367.72

with reflectorising glass beads on bitumin surface

providing and laying a hot applied thermoplastic

compound 2.5mm is including reflectorising glass

beads @250gms/sqm area,thickness of 2.5mm is

excluding of surface applied glass beeds as per IRC-

35 2015. The finished surface to be level,uniform and

free from sreaks and holes. zebra patta/bump patta

lane/center line/edge line/cut patta. The white color

marking should provide liminance coefficent on

cement road shall be min 130mcd/m2/lux and Asphalt

road shall be min 100 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 resistnce as mentioned in the

section 15 of IRC35-2015. warrenty for retro

reflectivity shall be two years

Item Rates

Description of Item Quantity Unit Amount

No. Rate In

9 Cat Eye/Road Stud/RPM :- Supplying of Moulded Twin 222.00 Nos 326.23

Shanks Raised Pavement Markers made of polycarbonate

and ABS moulded body and reflective panels with Micro

Prismatic Lens (No Glass bead 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 catagory A of MORTH circular No.

RW/NH/33023/10-97-Do III Dt. 11/056/1997. 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

cylinderical shanks (of diameter not less than 19+/-2 mm

and height 30+/-2 mm) from the body is to be a

minimum value of 500 kgs. 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

manufacturer's recommendation and colour of the marker

should be as per the IRC:35-2015 and as directed by

Engineer-in-charge.

10 Direction sign (Junction board):-Providing and fixing sing 1.00 Nos 21287.51

boards made out of 2mm aluminium sheet/4mmACP

(alluminium Composite panel), size 244 x 122cms.

rectangle as as per the 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 Primetic grade retro

refiective sheeting of Type-4 as per ASTM D-4956 and

latest M.O.S.T. Specifications; 4.0 mt long (2 nos) stand

post of iron angle 75x75x6mm/65NB Circuler MS Pipe as

required and frame fabricated from suitable size iron angle

of 50x50x5mm , painted with best quality epoxy coatings in

black and white bends. the details of symbol or instructionof

engineer incharge.The fixing at site shall be in 1:2:4 CC

block of size 45 x 45 x 60cms. for each leg. including

excavation, curing etc. complete under the supervision of

engineer in charge. A Warranty for 7 years for the retro

reflecting sheeting from original manufacture & a certified

copy of 3 year outdoor exposer test report from third party

test lab for the product offered shall be submitted by

contractor (B) Class-B Type Retro Reflective sheeting.....

Item Rates

Description of Item Quantity Unit Amount

No. Rate In

11 Village name/ Bump Ahed sign :-Providing and fixing sing 2.00 Nos 6397.43

boards made out of 2mm aluminium sheet/4mmACP

(alluminium Composite panel), size 90 x 60cms. rectangle

as as per the 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 Primetic grade retro

refiective sheeting of Type-4 as per ASTM D-4956 and

latest M.O.S.T. Specifications; 3.3 mt long stand post of

iron angle 75x75x6mm/65NB Circuler MS Pipe as required

and frame fabricated from suitable size iron angle of

35x35x3mm , painted with best quality epoxy coatings in

black and white bends. the details of symbol or instruction /

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 size45X45X60 cm for each lag including

excavation , curing etc. complete under the supervision of

Engineer in charge.A Warranty for 7 years for the retro

reflecting sheeting from original manufacture & a certified

copy of 3 year outdoor exposer test report from third party

test lab for the product offered shall be submitted by

contractor (B) Class-B Type Retro Reflective sheeting.....

12 Tree guard sign :-Providing & fixing sign board made 6.00 Nos 590.98

out of 2mm aluminium sheet /3mm ACP (alluminium

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 ASTM D-4956 and latest

M.O.S.T. Specifications; A Warranty for 7 years for

the retro reflecting sheeting from original

manufacture & a certified copy of 3 year outdoor

exposer test report from third party test lab for the

product offered shall be submitted by contractor (B)

Class-B Type Retro Reflective sheeting.....

Item Rates

Description of Item Quantity Unit Amount

No. Rate In

13 Regulatory/Mandatory signs:- Providing and fixing sing 2.00 Nos 3540.12

boards made out of 2mm aluminium sheet/4mmACP

(alluminium Composite panel), size 60cms dia circle as

per the 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 Primetic grade

retro refiective sheeting of Type-4 as per ASTM D-4956

and latest M.O.S.T. Specifications; 3.6 mt long stand post

of iron angle 75x75x6mm/65NB Circuler MS Pipe as

required and frame fabricated from suitable size iron

angle of 35x35x3mm , painted with best quality epoxy

coatings in black and white bends. the details of symbol

or instruction / 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 size45X45X60 cm for each

lag including excavation , curing etc. complete under the

supervision of Engineer in charge. A Warranty for

years for the retro reflecting sheeting from original

manufacture & a certified copy of 3 year outdoor exposer

test report from third party test lab for the product offered

shall be submitted by contractor (B) Class-B Type Retro

Reflective sheeting.....

Item Rates

Description of Item Quantity Unit Amount

No. Rate In

14 Cautionary Warning Sign :- Providing and fixing sing 2.00 Nos 3906.19

boards made out of 2mm aluminium sheet/4mmACP

(alluminium Composite panel), size 90x90x90cms

equilateral triangle as per the 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

Primetic grade retro refiective sheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T. Specifications; 3.6 mt

long stand post of iron angle 75x75x6mm/65NB Circuler

MS Pipe as required and frame fabricated from suitable

size iron angle of 35x35x3mm , painted with best quality

epoxy coatings in black and white bends. the details of

symbol or instruction / 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 size45X45X60 cm for

each lag including excavation , curing etc. complete

under the supervision of Engineer in charge. A Warranty

for 7 years for the retro reflecting sheeting from original

manufacture & a certified copy of 3 year outdoor exposer

test report from third party test lab for the product offered

shall be submitted by contractor (B) Class-B Type Retro

Reflective sheeting...

Item Rates

Description of Item Quantity Unit Amount

No. Rate In

15 Hazard Marker Sign :-Providing and fixing sing boards 2.00 Nos 3518.69

made out of 2mm aluminium sheet/ 3mm ACP

(alluminium Composite panel), size 90x30cms rectangle

as per the 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 inensity Primetic grade

retro refiective sheeting of Type-4 as per ASTM D-4956

and latest M.O.S.T. Specifications; 1.8 mt long stand post

of iron angle 75x75x6mm/65NB Circuler MS Pipe as

required and frame fabricated from suitable size iron

angle of 35x35x3mm , painted with best quality epoxy

coatings in black and white bends. the details of symbol

or instruction / 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 size45X45X60 cm for each

lag including excavation , curing etc. complete under the

supervision of Engineer in charge. A Warranty for

years for the retro reflecting sheeting from original

manufacture & a certified copy of 3 year outdoor exposer

test report from third party test lab for the product offered

shall be submitted by contractor (B) Class-B Type Retro

Reflective sheeting....

Item Rates

Description of Item Quantity Unit Amount

No. Rate In

16 Chevron Board on curves:- Providing and fixing sing 18.00 Nos 3711.75

boards made out of 2mm aluminium sheet/4mmACP

(alluminium Composite panel), size 45 x 60 Cms. square

as per the 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 inensity Primetic grade

retro refiective sheeting of Type-4 as per ASTM D-4956

and latest M.O.S.T. Specifications; 1.8 mt long stand post

of iron angle 75x75x6mm/65NB Circuler MS Pipe as

required and frame fabricated from suitable size iron

angle of 35x35x3mm , painted with best quality epoxy

coatings in black and white bends. the details of symbol

or instruction / 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 size45X45X60 cm for each

lag including excavation , curing etc. complete under the

supervision of Engineer in charge. A Warranty for

years for the retro reflecting sheeting from original

manufacture & a certified copy of 3 year outdoor exposer

test report from third party test lab for the product offered

shall be submitted by contractor (B) Class-B Type Retro

Reflective sheeting....

17 Providing and fixing retro Reflective Prismatic Grade 2.00 Sqm 7610.66

Board using 2mm aluminium sheet/4mmACP

(alluminium Composite panel) iron angle

75x75x6mm. Descaling and dgreasing the board as

per requirement using epoxy primer epoxy paint and

carrying high inensity Primetic grade retro refiective

sheeting by screen painting as directed etc. complete

including transporting and fixing in C.C. 1:2:4 with

necessary excavation curing etc complete as per

I.R.C. 67-2012 design.The fixing at site shall be in

1:2:4 CC block of size45X45X60 cm for each lag

including excavation , curing etc. complete under the

supervision of Engineer in charge. A Warranty for

years for the retro reflecting sheeting from original

manufacture & a certified copy of 3 year outdoor

exposer test report from third party test lab for the

product offered shall be submitted by contractor. (B)

Class-B Type 4 Retro Reflective sheeting....

Item Rates

Description of Item Quantity Unit Amount

No. Rate In

18 Providing and fixing ordinary Kilometer stone of 2.00 Nos 1293.39

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

as per I.R.C.-08 type design in C.C. 1:4:8 including

letter and paints etc. complete (For N.H., S.H. and

19 Providing and fixing Hectometer as per I.R.C. -26 10.00 Nos 356.50

type design including painting, lettering etc.

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

20 Type - A, "W" : Metal Beam Crash Barrier (Providing 30.00 Rmt 3468.34

and erecting a "W" metal 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 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 5 mm, 330 mm long complete as per

clause 811)

21 Excavation for foundation upto 1.5 m depth including 59.30 Cum 253.88

sorting out and stacking of useful materials and

disposing off the excavated stuff upto 50 Meter

lead.(B) Dense or Hard soil

22 Providing & filling in foundation with ordinary 69.33 Cum 3715.79

cement concrete M 150 mix and providing necessary

vertical pin headers including formwork vibrating

ramming & curing complete.

Item Rates

Description of Item Quantity Unit Amount

No. Rate In

23 Supplying and fixing reinforced concrete heavy duty 10.00 Rmt. 5560.01

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) 1200mm dia.

24 Providing flood gauge marks on substructure as per 24.00 Rmt 156.34

design including painting complete.

25 Providing and laying filter media 600 mm thick as 185.02 Sqm. 1239.35

directed at the back of abutments, returns and wing

walls as per detailed specifications.

26 Providing & laying Weep holes in RCC 185.00 Nos 61.47

abutment,Return wall and retaining wall with 100 mm

dia PVC pipe and non-corrodible grating and

geotextile, extending through the full width of the

structure with slope of 1V:20H etc. complete as per

drawing and technical specification.

27 Excavation in hard rock by dry-wet blasting and 350.94 Cum 861.87

chiselling including dewatering preparing foundation

base by proper benching and stepping and disposing

of the excavated stuff as directed.(A) General blasting

28 Providing and Casting in situ controlled Cement 141.48 Cum 4725.79

Concrete M-250 for R.C.C. Raft and cutt-off walls

including necessary shuttering laying, vibrating,

ramming and curing complete.

29 Providing and casting in situ controlled cement 73.06 Cum 5332.80

concrete M-250 for R.C.C. return as per drawings

including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing

complete.(A) Height from 0.0 to 5.0 M. (1) Piers (2)

Abutment (3) RCC return

30 Providing and placing in position FE 500D bar 17.16 MT 73858.69

reinforcement for following items including cutting

bending hooking and tying complete as per detailed

drawing. For Foundation & Sub-Structure.

Item Rates

Description of Item Quantity Unit Amount

No. Rate In

31 Providing and casting in situ controlled cement 118.40 Cum 5458.04

concrete M-250 for R.C.C. Top slab including

centering, scaffolding, curing and finishing complete.

32 Providing and casting in-situ controlled cement 17.44 Cum 5565.10

concrete M-300 for average 100 mm thick wearing

coat laid as directed including tamping, vibrating

finishing curing and filling in joints with bitumen

33 Construction of R.C.C. railing of M 25 grade in cast- 63.40 Rmt 4418.79

in-situ with 20 mm nominal size aggregate, true to

line and grade, tolerance of vertical railing post not to

exceed 1 in 500, centre-to-centre spacing between

vertical posts not to exceed 2000 mm as per drawing

and technical specifications Clauses 800, 900 and

34 Providing and placing in position FE 500D TMT bar 10.54 MT 73243.02

reinforcement including cutting, bending, hooking,

and tying complete as per detailed drawing.(A) Solid

35 Provding P.V.C. 100mm diameter water spouts 14.00 No. 159.37

including necessary irong ratings as per drawings.

36 Providing Pre-moulded asphalt filler joints as per 6.84 Sqm 703.53

37 Providing & casting in situ ordinary cement concrete 260.74 Cu.m. 3996.57

M-150 mix and providing necessary pin headers

including shuttering, scaffolding, laying, vibrating,

curing and finishing complete with V-Groves. (A)

Height from 0.0 M. to 5.0 M.

38 Providing and laying in position FE 500D TMT bar 1.30 MT 73858.69

reinforcement including cutting, bending, hooking

and tying complete as per detailed drawings for the

following.(A) Piers (B) Abutments (C) R.C.C.

Item Rates

Description of Item Quantity Unit Amount

No. Rate In

39 Providing and laying 22.5 cms thick dry stone 1015.52 Sqm 823.45

pitching including preparing the surface with 15 cms

thick murrum beding and including watering and

providing 30 cms x 30cms pannel in cement

concrete 1:3:6 at 3.0 meter center to center vertically

& Horizontally and filling the voids of rubble with

quarry spalls and murrum including ramming and

watering with flush pointing on dry stone pitching and

uncoursed stone masonary with C.M. 1:3 (1 Cement:3

Sand) etc. complete.(Including Supplying and

Spreading Murram)

Rupees Two Crore Thirty Four Lakh(s) Twenty Two Thousand Three Hundred Eight And

Paise Thirty Five Only

Deputy Executive Engineer Executive Engineer

Panchyat R & B Sub Division-2 Panchyat R & B Division

Keshod Junagadh

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

(percent should be written in figures 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.23422308.35 Put to tender Rs.

Deduct ……. % below Rs……………………..…. Add ……. % Avove Rs…………..….

Net Rs. …………………….… Total Rs. ………….…

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

*( please strike out whichever is not applicable)

The Contractor shall exhibition board with detailed specification and details of work as directed by the

Engineer – In – Charge for which no extra payment shall bemade.

2 The labourcess 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.

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. there fore in R.C.C. items where

4 the reisa 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.

All Credit amount of 414386.98/- (Rupees ) shall be recovered from the 1st running bill in which Hard Rock

Signature of Bidder