RESURFACING AND STRENGTHENING OF ROAD FROM KAWANT-CHHOTAUDEPUR-DEVGADH BARIA-PIPLOD-LIMKHEDA-LIMDI-CHAKLIYA ROAD KM 76/760 TO 79/430 IN DISTRICT DAHOD. (SH)

1 Clearing and grubbing road land including uprooting rank 0.30 Hect. 28455.10

vegetation , grass , bushes , shrubs , saplings and trees of girth

upto 300 mm removal of stumps of trees cut earlier and

disposal of unserviceable materials (I) By Mechanical means

in area of light jungle.

2 Dismantling of Cement Concrete Pavement (Dismantling of 3625.00 Cum 744.37

cement concrete pavement by mechanical means using

pneumatic tools, breaking to pieces not exceeding 0.02 cum in

volume and stock piling at designated locations and disposal of

dismantled materials up to a lead of 1000 metres, stacking

serviceable and unserviceable materials separately).

3 Construction of 200 mm thick compacted coarsed granular 3074.00 Cum 1790.23

subbase by providing coarse graded machine crushed B.T.

material satisfying MOST specification (Grade-V crushed

B.T. stone aggregate 53 mm to 26.5 mm @27.5 %,26.5 mm to

below @ 37.5 % ) including spreading in uniform layer with

motor grader on prepared surface, mixing by mix in place

method with rotavator at OMC and compacting with vibratory

roller to achieve the desired density etc. complete.

4 Providing and laying wet mix base course macadam 200 mm in 3136.40 Cum 1668.52

Single layer using machine crushed chips as per required

gradation mixing with required optimum quantity of water

conveying the mix to site and spreading to grade and camber

with mechanical paver consolidation by vibratory roller

including material, labour, plant and machinery and equipment

etc. complete.

5 Providing and applying priming coat with emulsion SS1 grade 14935.00 Sqm 61.11

at the rate of 7.50 kg/ 10 Sq.mt. including cost of asphalt and

preparing the surface heating and applying etc. complete.

6 Providing and laying 50 mm thick compacted B.M.with B.T. 3118.50 MT 2947.18

aggregate as per MORT&H specification and Emulsion grade

RS1 for tack coat at 2.5 Kg./10Sq.mt. with mechanical sprayer

and bitumen grade VG-30 for mixing at the rate 34.0Kg/M.T.

i.e. 3.4 % of total mix including heating the aggregate and

asphalt by drum mix plant and spreading the same by censor

paver finisher and consolidation with vibratory roller including

providing all materials, equipments, tools and plants, oil,

kerosene, fire wood, labour charges etc. complete.

Description of work Quantity Unit Rate In figures Amount

7 Providing and laying Avg. 50 mm thick Cement grouted Bituminous 3118.50 MT 6288.06

Macadam (CGBM) with tack coat at 2.50 Kg/10 Sq.mt. using

Emulsion grade RS1 and using stone chips as per MORT&H

gradation of the coarse and fine aggregates is Grade -II and asphalt

(VG- 30) grade @ 3.00% (As per mix design)by total weight of mix

for binder by Batching mix plant and spreading the same by sensor

paver finisher and consolidation by vibratory roller including

providing and operating required Batching mix plant & machinery

cost of fuel, asphalt, oil, lubricant & labour charges etc. The cement

grout should preferably be prepared in Pan Mixer so that all

ingredients gets get fully intermixed with any simple blending

equipment C52:C55 to produce liquid grout slurry. Once the grout

slurry is thoroughly mixed and has achieved the desired Flow Value,

then the cementations grout slurry can be applied on the prepared

high voids bituminous surface by mechanical means over the high

voids bituminous surface. When the temperature comes down to

ambient temperature or bituminous mix temperature falls to 50-60°C

and automatically flow into the voids of the bituminous surface under

the effect of gravity alone. The grouted surface can be mechanically/

manually broomed to create texture on the surface to improve the

surface roughness after 24 hours of grouting. Moist curing to be done

as per IRC:44 by water spray for seven days, even with traffic in

operation. If polymer based grout is used, curing for at least twenty

four hours must be done.

8 Providing and applying tack coat with emulsion RS1 grade at 26700.00 Sqm 18.79

the rate of 3.50 kg/ 10 Sq.mt. including cost of asphalt and

preparing the surface heating, and applying etc. complete.

9 Providing and fixing pre-cast Rubber Dye inter locking 100.00 Sqm 702.03

concrete block 60mm thick with grade of concrete M30

pnumatic compressed / vibrated mechanically and as per

approved design Confirming to IS 15658 : 2006 including

mm Sand layer for levelling and filling the joint with sand in

proper line and level as per guidlines of IRC : SP 63-2018 etc.

10 Road marking with hot applied thermo plastic paints with 667.50 Sqm 367.73

reflectorising glass beads on bitumin surface providing and

laying a hot applied thermoplastic compound 2.5 mm thick

includlng reflectorsing glass beads@ 250 gms 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 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

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

Description of work Quantity Unit Rate In figures Amount

11 Supply and Apply Rumbble Strips Road marking with hot 36.00 Sqm 1811.94

applied thermoplastic paints with reflectorising glass beads on

bitumin surface providing and laying a hot applied

thermoplastic compound 8 mm thick including reflectorising

glass beads @ 250gms per sqm area, thickness of 8mm 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.

12 Direction (Junction) Sign :-Providing and fixing sign boards 2.00 Each 26572.09

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 Micro Prismatic

Grade retro refiectivesheeting of Type-11 as per ASTM D-

4956 and latest M.O.S.T.Specifications; 4.0mtr long (2 Nos.)

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 50 x 5mm; painted with bestquality epoxy coatings in

black and white bends. The details of symbol foreach board

shall be as per theinstruction 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 10 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-C Type-11 Retro Reflective sheeting

13 Cautionary Warning Sign :-Providing and fixing sign boards 10.00 Each 5077.27

made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 90 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

Micro Prismatic Grade retro refiectivesheeting of Type-11 as

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

long stand post of 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 bestquality epoxy coatings in

black and white bends. The details of symbol foreach board

shall be as per theinstruction 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 10 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-C Type-11 Retro Reflective sheeting

Description of work Quantity Unit Rate In figures Amount

14 Facility Informatory Sign :-Providing and fixing sign boards 5.00 Each 5906.48

made out of 2mm aluminium sheet / 4mm ACP (Aluminum

composite Panel); size 80 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 Micro Prismatic

Grade retro refiectivesheeting of Type-11 as per ASTM D-

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

of 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 bestquality epoxy coatings in black and

white bends. The details of symbol foreach board shall be as

per theinstruction 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 10 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-C Type-11 Retro Reflective sheeting

15 Hazard Marker Sign :-Providing and fixing sign boards made 8.00 Each 3666.30

out of 2.0 mm aluminium sheet / 4 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 Micro Prismatic

Grade retro refiectivesheeting of Type-11 as per ASTM D-

4956 and latest M.O.S.T.Specifications; 1.8mtr long stand post

of 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 bestquality epoxy coatings in black and

white bends. The details of symbol foreach board shall be as

per theinstruction 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 10 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-C Type-11 Retro Reflective sheeting

Description of work Quantity Unit Rate In figures Amount

16 Regulatory / Mandatory Sign :-Providing and fixing sign 10.00 Each 4618.73

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 Micro

Prismatic Grade retro refiectivesheeting of Type-11 as per

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

stand post of 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 bestquality epoxy coatings in

black and white bends. The details of symbol foreach board

shall be as per theinstruction 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 10 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-C Type-11 Retro Reflective sheeting

17 Chevron sign :-Providing and fixing sign boards made out of 9.00 Each 4681.35

1.5mm aluminium sheet / 3mm ACP (Aluminum composite

Panel); size 60x50 cm 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 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 50 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

under the supervision of engineer in charge. A warranty for

years for the Retro reflective sheeting from originaa

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-C Type-11 Retro

Reflective sheeting

Description of work Quantity Unit Rate In figures Amount

18 Village Name Sign :-Providing and fixing sign boards made 2.00 Each 6313.51

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 Micro Prismatic

Grade retro refiectivesheeting of Type-11 as per ASTM D-

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

of 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 bestquality epoxy coatings in black and

white bends. The details of symbol or inscription/letters /

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 10 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-C Type-11 Retro Reflective sheeting

19 STOP Sign :-Providing and fixing sign boards made out of 8.00 Each 7213.42

2mm aluminium sheet / 4mm ACP (Aluminum composite

Panel);size 90 cms Octagone as per design of IRC-67-2012.

Pretreated with phospheting process & acid 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; 3.6mtr long stand post of 75 x

x6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x

3mm;painted with bestquality epoxy coatings in black and

white bends. The details of symbol foreach board shall be as

per theinstruction 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 10 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-C Type-11 Retro Reflective sheeting

Description of work Quantity Unit Rate In figures Amount

20 Route Marker sign :-Providing and fixing sign boards made 5.00 Each 5108.58

out of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum

composite Panel); size 60x45 cm rectangular plus 30x25cm

additional plate 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 Micro Prismatic Grade retro

refiectivesheeting of Type-11 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6 mtr long stand post of 75 x

x6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35x 35 x

3mm;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

x45 x 60 Cms. for each leg.including excavation, curing

etc.complete under the supervision of engineer in charge.

Awarranty for 10 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-C Type-11

Retro Reflective sheeting

21 Providing and fixing hectometer as per I.R.C. type design 13.00 Each 356.50

including painting lettering etc. complete fixing in C.C. 1:5:10.

22 Cat Eye / Road Stud / RPM: Supplying of Molded Twin 445.00 Each 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

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 19 +/- 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 Engineerin-charge.

23 Providing and fixing ordinary Kilometer stone of approved 4.00 Each 891.53

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

painting and lettering etc. complete (For N.H., S.H. and

24 Providing and fixing 5th Kilometer stone of approved hard 1.00 Each 1175.56

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

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

Total Of Schedule BOQ:

Description of work Quantity Unit Rate In figures Amount

In Words :- Four Crore Forty Five Lakhs Forty Thousand Seventy Five Rupees and Twenty Eight Paisa Only.

I/We am/are willing to carry out the work at ……....................................% above/below percent (Should be written in figures 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. Total Rs.

In words In words

Note 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.

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.: 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.

Note 5-The Contractor will have to submit the all mix design at his own cost before excavation as directed and to be approved from the Engineer in

Note 6:-Above all Iteams of Schedual-B with Iteam Description,Unit,Rate & Amount have verified by me and found order.

Deputy Executive Engineer Sr. Divisional Account officer Executive Engineer

Limkheda (R&B) Sub Division (R&B) Division (R&B) Division

Limkheda Dahod Dahod

Signature of Bidder: