Widening & Strengthening of Umarpada-Ghata road Km.0/00 to 8/030 Tal.Umarpada,Dist.Surat.

Name of Work :- Widening & Strengthening of Umarpada-Ghata road Km.0/00 to 8/030 Tal.Umarpada,

Bill of Quantities

(A) Percentage Rate Tender (Up to INR 50 Cr. )

Item Description of Item (with Brief specification and referance to Book Rate In

Quantity Unit Amount

No. of specification) Figures

1 Clearing and grubbing road land including uprooting trunk 4.02 Hec. 28179.30

vegetation, grass bushes, shrubs, saplings and tree girth up to

mm, removal of stumps of trees cut earlier and disposal of

unserviceable materials (C) by mechanical means in area of light

2 Box cutting the road surface to proper slope and camber for making a 29466.00 Cum 109.41

base for road work including removing the excavated stuff and

depositing on the road side slope as directed upto 50Mt. lead.

3 Construction of granular sub-base 200 mm thick by providing 13833.00 Cum 946.37

machine crushed B.T. material satisfying MORT&H specification

(Fifth revision) of grading V 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 Construction of granular sub-base 150 mm thick by providing 6265.00 Cum 830.22

machine crushed B.T. material satisfying MORT&H specification

(Fifth revision) of grading III 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.

5 Providing and laying wet mix macadam base course 250 mm thick in 10079.00 Cum 938.29

Each Layer of 125 mm as per MORTH specification using machine

crushed B.T. chips as per required gradation, mixing with required

optimum quantity of water, conveying the mix to site of work,

spreading in to grade and camber with paver/mechanical means and

consolidation each layer with vibratory roller to aschieve the desired

density including cost of material labour plant and equipment etc.

6 Providing and applying priming coat with Emulsion SS-I at the rate 37009.00 Sqm 62.32

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

surface heating and applying etc. complete.

7 Earth work for embankment including breaking clods, dressing with 11733.00 Cum 177.91

all lead and lift including watering, rolling and consolidation of sub

grade in layers at O.M.C to required dry density including filling the

depression which occur during the process using vibratory roller 8 to

10 Tonne (E) From borrow area within 3.0 Km. lead.

8 Rolling and watering of earth work in layers with power roller 21146.00 Cum 23.11

including filling in depression which occur during the process.

9 Earth work in cutting in all sorts of soil and soft murrum including 13185.00 Cum 134.63

conveying and spreading the stuff embankment as and where directed

within 200 meter from the end of cutting with all required lead and

Item Description of Item (with Brief specification and referance to Book Rate In

Quantity Unit Amount

No. of specification) Figures

10 Supplying and fixing reinforced concrete heavy duty nonpressure 358.00 Rmt. 3904.47

pipes with collars for culverts including setting and joining the pipes

in C.M. 1:2 watering and laying (To level of slops of I.S. 458 /

Class NP3 casted by vertically vibrated technology of following

internal diameter. 900mm dia.

11 Picking of the bituminous surface using JCB excavator or by any 4890.00 Sqm 5.23

mechanical means, cleaning and removal of loose and unsuitable

material on the road surface including cost of fuel, oil, lubricant,

labour charges and disposal of loose unsuitable material from site to

the disposal site as directed by Engineer in charge.

12 Providing and laying 50 mm thick Dense graded bituminous 5013.00 M.T. 3287.55

macadam with tack coat at 2.50 Kg / 10 Sq.mt. of Emulsion RS-I by

mechanical sprayer and using stone chips as per MORT&H gradation

and asphalt VG-30 grade @ 4.50% (As per mix design) by total

weight of mix for binder by batch mix hot laid process including

transporting the mix and spreading the same by paver finisher and

consolidation by vibratory roller including providing and operating

required Drum mix plant & machinery cost of fuel, asphalt, oil,

lubricant & labour charges etc. complete.

13 Providing and laying 30 mm thick compacted Bituminuous Concrete 3005.00 M.T. 3638.02

using stone chips as per MORT&H gradation & VG-30 grade asphalt

for mixing @ 5.50% (As per mix design) by weight of total mix for

binder including heating the aggregate and asphalt by Drum mix plant

and spreading the same by sensor paver finisher and consolidation

with vibratory roller including providing all materials, equipments,

tools and plants, oil, kerosene, fire wood, labour charges etc.

14 Providing and laying quarry spall of approved quality including 2289.00 Cum 642.36

spreading, watering consolidation with vibratory roller including

loading and unloading etc. complete.

15 Road marking with hot applied thermoplastic paints with 3037.00 Sqm 367.72

reflectorising glass beads on bitumin surface providing and laying a

hot applied thermoplastic compound 2.5 mm thick

includingreflectorising 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 130 mcd/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 resistance as mentioned in the

section-15 of IRC 35-2015. Warranty for the Retro reflectivity should

Item Description of Item (with Brief specification and referance to Book Rate In

Quantity Unit Amount

No. of specification) Figures

16 Supply and Apply Rumbble Strips Road marking with hot applied 558.00 Sqm 1772.55

thermoplastic paints with reflectorising glass beads on bitumin

surface providing and laying a hot applied thermoplastic compound

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.

17 Supply and fixing cats eye (Stimsonite) made out of Acrilo beautile 3649.00 Nos. 375.72

sterine injuction high compressed molding with reflector made of

MMC (prismatic type) size 12 cms x 6 cms x 2.5 cms, provided with

bituminous adhesive 100 g. with each unit for fixing (High Intensity

18 Direction (Junction) Sign :-Providing and fixing sign boards made out 5.00 Nos. 21287.50

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

refiectivesheeting 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 50x50x5mm; painted

with bestquality 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.

Item Description of Item (with Brief specification and referance to Book Rate In

Quantity Unit Amount

No. of specification) Figures

19 Cautionary Warning Sign :-Providing and fixing sign boards made 44.00 Nos. 3906.18

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 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

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.

20 Hazard Marker Sign :-Providing and fixing sign boards made out of 46.00 Nos. 3518.68

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 High Intensity Prismatic Grade retro refiectivesheeting 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 35 x 3mm painted with bestquality 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

Item Description of Item (with Brief specification and referance to Book Rate In

Quantity Unit Amount

No. of specification) Figures

21 Village name Sign :-Providing and fixing sign boards made out of 13.00 Nos. 6397.43

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 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 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.

22 Facility Informatory Sign :-Providing and fixing sign boards made out 12.00 Nos. 3990.64

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 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

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 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. (B) Class-B

Type-4 Retro Reflective sheeting.

Item Description of Item (with Brief specification and referance to Book Rate In

Quantity Unit Amount

No. of specification) Figures

23 Regulatory / Mandatory Sign :-Providing and fixing sign boards made 13.00 Nos. 3540.12

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

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

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 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. (B) Class-B

Type-4 Retro Reflective sheeting.

24 STOP Sign :-Providing and fixing sign boards made out of 2mm 2.00 Nos. 6704.36

aluminium sheet / 4mm ACP (Aluminum composite Panel) size

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

Item Description of Item (with Brief specification and referance to Book Rate In

Quantity Unit Amount

No. of specification) Figures

25 Chevron sign :-Providing and fixing sign boards made out of 1.5mm 11.00 Nos. 3711.75

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 refiectivesheeting 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

of35x35x3mm 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 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 sheeting.

26 Metal Beam Crash Barrier Type -A, "W" Metal Beam Crash Barrier 210.00 Rmt 4178.17

(Providing 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

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 810).

27 Tree Guard sign :-Providing & fixing sign board made out of 2mm 35.00 Nos. 590.98

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

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.

Item Description of Item (with Brief specification and referance to Book Rate In

Quantity Unit Amount

No. of specification) Figures

28 Standard Delineator Providing and fixing of Standard Metal 80.00 Nos. 1027.17

Delineator consisting of minimum retro reflective unit exposed area

of 330 cm2 white color, full cube corner micro prismatic non-metallic

retro reflective sheeting on each side conforming with IRC 67

and meeting the coefficient of retro reflection values as per ASTM D

4956 Type XI table specification. The delineator shall be painted with

powder coat of minimum 40 microns thickness, on top of which retro

reflective sheeting shall be pasted on both sides. The structure shall

be manufactured in roll forming process and shall have height not less

than 800 mm above the ground, width not less than 100 mm and shall

extend not more than 300mm below the ground while being installed.

height of sheeting should be minimum 150mm whereas width of

sheeting should not be less than 75mm (should be placed every

alternative 15cm). The front and back faces of the delineator should

be curved with a radius of not more than 200 mm and with delta

angle (or central angle of curve) lying between 20o and 30o, to

increase the visibility of the delineator for vehicles moving in

continuous curves. The delineator shall have grooves across the

length to make the reflective sheets vandal-proof. The delineator is

meant for application on gaps in median, traffic islands, dangerous

bends, roundabouts, narrow bridges etc. oras desired by site engineer.

29 Providing and fixing 5th kilometer stone of precast C.C. 1:2:4 4.00 Nos. 1935.15

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

1:4:8 including painting and lettering etc. complete.

30 Providing and fixing ordinary kilometer stone of precast C.C. 1:2:4 11.00 Nos. 704.33

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

1:4:8 including painting and lettering etc. complete.

31 Providing and fixing hectometer as per I.R.C. type design including 61.00 Nos. 356.50

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

32 Dismentalling the existing structure including removing and stacking 195.00 Cum 955.41

the dismentalled materials as and where directed (A) R.C.C. work.

33 Excavation for foundation upto 1.5 mt depth including sorting out of 2623.00 Cum 203.77

useful material and disposing of the excavated stuff up o 50 mt lead

(1) Loose or soft soil.

34 Providing and filling in foundation with ordinary cement concrete 176.00 Cum 3325.30

M100 mix and providing necessary vertical pin headers including

form work,vibrating, ramming and curing complete.

35 Providing and casting in-situ ordinary cement concrete M150 mix and 659.00 Cum 3904.38

providing necessary pin headers including shuttering, scaffolding,

laying, vibrating and finishing without V-grooves (A) Height from

36 Providing and fixing in position ISI mark TMT (Fe-500 D) bar for 64.92 Rmt 73858.67

temperature reinforcement for mass concrete pier / abutment returns

including cutting bending and tying as required complete.

37 Providing and filling sand around the pipe including hand packing 61.92 Cum 514.12

ramming, watering, filling measure boxes etc. complete as directed.

Item Description of Item (with Brief specification and referance to Book Rate In

Quantity Unit Amount

No. of specification) Figures

38 Finishing Wall with weather proof exterior emulsion paint on wall 666.00 Sqm 120.26

surface (two coats) to give an required shape even shade after

throughly brushing the surface to remove all dirt and remains of loose

powdered materials etc. complete.

39 Numbering the CD work with approved paint including all materials 30.00 Nos. 58.80

for painting etc.

40 Excavation for foundation in sand, gravel, clay soft soil & murrum 981.00 Cumt 526.15

etc. including shoring, strutting and dewatering as necessary and

dispossing of the excavated stuff as directed depth upto 3.0 mt.

41 Providing and filling in foundation with ordinary cement concrete 126.00 Cumt 3695.35

M.150 mix and providing necessary vertical pin headers including

form work vibrating ramming and curing complete.

42 Providing and casting in situ controlled cement concrete M.200 for 263.00 Cumt 4557.37

R.C.C. raft and cutt off walls as per drawing including necessary

shuttering laying, vibrating, ramming and curing complete.

43 Providing and casting in situ controlled cement concrete M.250 for 260.30 Cumt 4663.10

R.C.C. raft and cutt off walls as per drawing including necessary

shuttering laying, vibrating, ramming and curing complete.

44 Providing and laying weep holes in abutment & return by using A.C. 1005.00 Nos. 89.20

pipe of 100mm diameter with laying in proper grade & joints

complete etc. as per detailed specification.

45 Providing and fixing in position IS mark steel bar reinforcement of 35.70 MT 73243.02

bar grade FE-500D (TMT) including cutting, bending, hooking and

tying complete as per detailed drawing for raft slab, pier, solid slab,

kerb block, wearing coat etc.

46 Providing and filter media 600mm thick as directed at the back of 993.00 Sqm. 1311.18

abutment returns & wingwall as per detailed specification.

47 Providing and casting in situ controlled cement concrete M-250 for 86.00 Cumt 5400.68

R.C.C. solid slab including centering, scaffolding,

curing and finishing complete.

48 Providing and filling sand behind abutments and between returns in 346.00 Cumt 504.42

layers as directed.

49 Provision of an Reinforced cement concrete crash barrier at the edges 64.00 Rmt. 7363.91

of the road, approaches to bridge structures and medians, constructed

with M-40 grade concrete with Fe-500D reinforcement conforming to

IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints

filled with pre-moulded asphalt filler board, keyed to the structure on

which it is built and installed as per design given in the enclosure to

MOST circular No.RW/NH - 33022/1/94-DO III dated 24 June

as per dimensions in the approved drawing and at locations directed

by the Engineer.

50 Providing and laying Pitching on slopes laid over prepared filter 118.70 Cumt 1051.41

media including boulder apron laid dry in front of toe of embankment

complete as per drawing and Technical specifications - Stone /

51 Providing and laying rubble for apron (each stone weighing not less 100.44 Cumt 1083.81

than 40 Kg.) including hand packing and filling in the interstices with

Item Description of Item (with Brief specification and referance to Book Rate In

Quantity Unit Amount

No. of specification) Figures

52 Earthwork for embankment including breaking clods, dressing with 738.40 Cumt 157.91

all lead and lift (excluding watering and consolidation) (C) From

Borrow area within 1.0 Km.lead.

53 Removing of stumps and roots of trees and disposal of unserviceable 35.00 Nos. 567.62

materials and stacking of serviceable materials to be used or

auctioned up to a lead of 1000 meters including refilling the

excavated pit with selected soil and compacting with vibratory roller

as directed (A) Trees having 300 mm to 600 mm girth.

54 Removing of stumps and roots of trees and disposal of unserviceable 14.00 Nos. 759.52

materials and stacking of serviceable materials to be used or

auctioned up to a lead of 1000 meters including refilling the

excavated pit with selected soil and compacting with vibratory roller

as directed (A) Trees having 600 mm to 900 mm girth.

55 Removing of stumps and roots of trees and disposal of unserviceable 14.00 Nos. 913.04

materials and stacking of serviceable materials to be used or

auctioned up to a lead of 1000 meters including refilling the

excavated pit with selected soil and compacting with vibratory roller

as directed (A) Trees having 900 mm to 1800 mm girth.

56 Removing of stumps and roots of trees and disposal of unserviceable 7.00 Nos. 1134.23

materials and stacking of serviceable materials to be used or

auctioned up to a lead of 1000 meters including refilling the

excavated pit with selected soil and compacting with vibratory roller

as directed (A) Trees having girth above 1800 mm.

57 Construction of granular sub-base 150 mm thick by providing 154.50 Cum 729.22

machine crushed B.T. material satisfying MORT&H specification

(Fifth revision) of grading III 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.

58 Construction of dry lean cement concrete 150 mm thick Sub- base 154.50 Cum 2465.32

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

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

form paver with electronic sensor, compacting with 8-10 tonnes

vibratory roller, finishing and curing, finishing to lines and grades as

per drawings, specifications and guidelines as per latest MoRTH

Clause 601, IRC Codal Provisions and as per the instructions of

engineer in charge.

Item Description of Item (with Brief specification and referance to Book Rate In

Quantity Unit Amount

No. of specification) Figures

59 Construction of un-reinforced, Pavement Quality concrete pavement 217.00 Cum 5979.20

210 mm thick over a prepared sub base with concrete grade M35,

coarse and fine aggregate conforming to IS 383, maximum size of

coarse aggregate not exceeding 25 mm, mixed in a batching and

mixing plant as per approved mix design, transported to site, laid with

a slip form paver with electronic sensor, spread, compacted and

finished in a continuous operation including provision of contraction,

expansion, construction and longitudinal joints, joint filler, separation

membrane, sealant primer, joint sealant, debonding strip, plastic

sheath, metal cap, cotton / compressible sponge, dowel bar,

admixtures as approved, Curing with curing compound, Hessian

Cloth, Mechanical Broom and air compressor for cleaning, Texturing

machine, finishing to lines and grades as per drawings, specifications

and guidelines as per latest MoRTH Clause 602, IRC Codal

Provisions and as per the instructions of engineer in charge.

60 Providing and filling in foundation with ordinary cement concrete 116.00 Cum 3695.38

M.150 mix and providing necessary vertical pin headers including

form work vibrating ramming and curing complete.

61 Providing and casting in situ controlled cement concrete M.250 for 820.00 Cum 5350.10

R.C.C. work in piers / abutment and retaining wall as per drawing

including centering, shuttering scaffolding where necessary laying

vibrating curing and finishing complete.

(Rupees Nine Crore Seventy Five lakh Twenty Three Thousand Three Hundred Twenty Five and Two Paise 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 rates mentioned above. Amount of my/our tender works out as under.

*Estimated amount *Estimated amount

Put to tender Rs.9,75,23,325.02 Put to tender Rs.

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

Net Rs. …………………….… Total Rs. ………….…

*( please strike out whichever is not applicable)

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 ie. 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.

Item Description of Item (with Brief specification and referance to Book Rate In

Quantity Unit Amount

No. of specification) Figures

Note 5 :- An amout of `.89,183.30 (Rupees Eighty Nine Thousand One Hundred Eighty Three and Paise Thirty Only)

towards estimated salvage value of dismantled materials likely to be available from dismantaling the existing structures and

material available from diversion road shall be recovered from the 1st R.A. Bill of this work.

Note 6 :- To be continued on additional sheet,if found necessary.

Signature of Bidder Deputy Executive Engineer

Mandvi (R&B) Sub Division,

Executive Engineer

Surat (R&B) Division No.2,