Road

Name of Work :: Resurfacing & Widening of various Road in Nadiad taluka Dis. Kheda Under MMGSY (OWR) Yojna year 2025-26 Package No.:-

Bill of Quantities (BOQ)

Rate (Exclusive

Item Description of Item (with brief specification and reference to book of

Quantity Unit GST) Amount

No. specifications)

[1] Clearing and grubbing road land including uprooting rank vegetation grass 4.29 Hect 28393.04

bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees

cut earlier and disposal of unserviceable materials (C) By mechanical means in

area of light jungle

[2] Earthwork for embankment including breaking clods, dressing with all lead and 13735.72 Cum 126.68

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.(A) From Borrow area within

[3] Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 324.00 Rmt 1176.49

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.(ii) 450mm dia.

[4] Providing, laying, spreading and compacting stone aggregates of specific sizes to 1199.27 Cum 1516.58

water bound macadam (Grade-I) (B.T. Metal of size 45 to 90 mm) specification

including spreading in uniform thickness, hand packing , rolling with vibratory

roller 80-100 kN static wt. to proper grade and camber, applying and brooming,

stone screening/binding materials to fill-up the interstices of coarse aggregate,

watering and compacting etc. complete as per Specifcation.

[5] Providing, laying, spreading and compacting stone aggregates of specific sizes to 1697.84 Cum 1441.79

water bound macadam (Grade-II) (M.C. Metal of size 40 to 63 mm) specification

including spreading in uniform thickness, hand packing , rolling with vibratory

roller 80-100 kN static wt. to proper grade and camber, applying and brooming,

stone screening/binding materials to fill-up the interstices of coarse aggregate,

watering and compacting etc. complete as per Specifcation. (45 to 63mm size

[6] Providing and laying Compacted Quarry Spall for side shoulder including 1716.00 Cum 811.22

carraige of material and spreading on prepared base including compacting as

per MOST Specification etc... Complete

[7] Providing & laying 37.50mm thick Bituminous grout base course with VG-30 2626.62 MT 2242.35

Bulk for tack coat @ 2.5 kg./ 10 Sqmt WBM surface and using B.T. stone

aggregate as per required gradation with asphalt of VG-30 grade at the rate of

1.99% i.e. 19.90 Kg/ M.T. including heating & mixing in drum mix plant

transporting the mix spreading the same by paver finisher and consolidation by

vibratory roller as per MORT&H specification including cost of all materials fuel,

labours, tools and plant etc using contractors own drum mix plant etc. comp.

[8] Providing & laying 37.50mm thick Bituminous grout base course with VG-30 398.68 MT 2320.90

Bulk for tack coat @ 4.0 kg./ 10 Sqmt WBM surface and using B.T. stone

aggregate as per required gradation with asphalt of VG-30 grade at the rate of

1.99% i.e. 19.90 Kg/ M.T. including heating & mixing in drum mix plant

transporting the mix spreading the same by paver finisher and consolidation by

vibratory roller as per MORT&H specification including cost of all materials fuel,

labours, tools and plant etc using contractors own drum mix plant etc. comp.

[9] Providing and laying 25 mm thick premix asphalt carpet using 0.66 cmt per 1 1504.15 MT 3022.86

MT.mix with M.C. stone agg. & VG-30 Bulk for tack coat @ rate of 2.50 kg /

10 smt. & using asphalt VG-30 of 33.60 kg .ie. 3.36 % by Drum Mix Plant &

spreading the same by paver finisher with vibratory roller 80 to 100 KN. static

wt. incl. providing all equipments tools and plants, fire wood, oil, kerosene,

labour charges etc. complete with contractor's own machineries, etc. complete

Rate (Exclusive

Item Description of Item (with brief specification and reference to book of

Quantity Unit GST) Amount

No. specifications)

[10] Providing and laying sealcoat with B.T. agreegate as specified using agreegate at 759.24 MT 3320.29

the rate of 0.18 Cu.mt / 10 Sq.M. and bitumen grade VG-30 for mixing with

agreegate at the rate of 4.50 % i.e 45 Kg/M.T. of total mix including heating and

mixing in drum mix plant and spreading the same with paver finisher and

consolidation with vibratory roller including necessary firewood, oil, lubricants,

labour charges using contractor's own drum mix plant machineries and

equipment, tools etc. complete in accordance with the requirement of

[11] Box Cutting the road surface to proper slope and camber for making a base for 3630.20 Cum 104.20

road work including removing the excavated stuff and depositing on the road

side slope as directed upto 50Mt.lead.

[12] Construction of Granular Sub Base (GSB) by providing M.C. coarse graded 1097.00 Cum 1315.09

material of grading-I, spreading in uniform layers 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, complete as per

MORTH specification.

[13] Providing and filling in foundation with ordinary cement concrete M- 100 mix 579.80 Cum 3245.56

including formwork, vibrating, ramming and curing complete. (A) Foundation

[14] Providing and laying contolled cement concret M-30 and curing complete 806.00 Cum 5388.59

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

[15] Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm 38.00 Nos 3218.09

aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 x

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 refiective sheeting 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 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 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)

Engineering Grade (VR)g

[16] Facility Informatory Sign :-Providing and fixing sign boards made out of 2mm 8.00 Nos 3741.44

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 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

Rate (Exclusive

Item Description of Item (with brief specification and reference to book of

Quantity Unit GST) Amount

No. specifications)

[17] Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 28.00 Nos 3113.10

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 60 cms Dia

Circle as per design of IRC-67-2012. Pre reated 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 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

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) Engineering Grade (VR)g

[18] STOP Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet 14.00 Nos 4676.06

/ 4mm ACP (Aluminum composite Panel); size 90 cms Octagone 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 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

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) Engineering Grade (VR)g

[19] Providing and fixing pre cast C.C. M-150 indicator stone with necessary 572.00 Nos 343.27

reinforcement as per I.R.C. type design in including painting, lettering etc.

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

[20] Providing and fixing ordinary kilometer stone of precast cc 1:2:4 including 30.00 Nos 704.33

necessary reinforcemnent as per IRC type desing and Fixing in cc 1:4:8 including

painting and lettering etc.complete

[21] Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium 86.00 Nos 3711.75

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 as required and frame fabricated from suitable size iron angle of

50 x 50 x5mm; 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

years for the Retro reflective sheeting from originaa manufacturer & a certified

copy of 3 year outdoor exposure test report from third party est lab for the

product offered shall be submitted by contractor. (A) Engineering Grade (VR)g

Rate (Exclusive

Item Description of Item (with brief specification and reference to book of

Quantity Unit GST) Amount

No. specifications)

[22] Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 mm 10.00 Nos 2423.74

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 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)

Engineering Grade (VR)g

[23] Providing and fixing pre cast C.C. M-150 hectometer stone with necessary 116.00 Nos 356.50

reinforcements per I.R.C. type design including painting, lettering etc. complete

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

[24] Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal 245.00 Rmt 3468.34

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)

[25] Route Marker sign :-Providing and fixing sign boards made out of 2.0 mm 30.00 Nos 3189.46

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

latestM.O.S.T.Specifications; 3.6 mtr long stand post of 75 x 75 x 6mm 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 45 x 45 x

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) Engineering Grade (VR)g

[26] Village Name Sign :-Providing and fixing sign boards made out of 2mm 8.00 Nos 4842.24

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 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

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) Engineering Grade (VR)g

Rate (Exclusive

Item Description of Item (with brief specification and reference to book of

Quantity Unit GST) Amount

No. specifications)

[27] Road marking with hot applied thermoplastic paints with reflectorising glass 3690.00 Sqm 367.72

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 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 be 2 years.

[28] Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks Raised Pavement 1702.00 Nos 326.23

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 19 +/- 2 mm and height not less than 30+/-

mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling

holes on the road for the shanks to go inside, without nails and using epoxy

resin based adhesive as per manufacturers recommendation and The color of

the marker should be as per the IRC 35-2015 and as directed by Engineer-in-

[29] Providing and fixing Junction board of M.S. plates and angles as per standard 18.00 Nos 5236.70

I.R.C. design including fixing in C.C. 1:4:8 with necessary excavation painting

figuring and lettering on board etc. complete.

[30] Citizen' s information Board- Providing and fixing of typical information board 4.00 Nos 12254.12

as per instruction. Two MS plates of 1.6 mm thick, of 900 mm x 750mm size

fixed at top & bottom duly welded with MS angles of 25 x 25 x 5 mm thick M.S

plate shall be welded by two vertical M.S flats & four horizontal M.S flates 5 mm

thick to 75 mm x 75 mm of 12 SWG square tubes posts duly embedded in

cement concrete M-15 grade blocks of 600mm x 600mm x 75mm, below ground

level. Painting New letters & figure of any shade with ready mixed synthetic

enample paint of superior quality in required shade and colour, All sections of

framed posts and steel tube will be painted with primer and two coats of epoxy

paints as per drawing Clause 1701 and Annexure 1700.1 (10.16)

[31] "LOGO" Board : Providing and fixing of LOGO informatory sign board with Logo 4.00 Nos 4642.33

as per section 1700 of MORD specifications and drawing. The board will be a

composite unit consisting of Two Plates of ACM (Aluminum Composite

Material), material specifications as per clause 17001.3. The top most plate will

be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle

iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be

of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of

25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle

and flat iron frame will be done neatly to have plain surface on one side. The

angle iron frame of Both the plates will be welded to a 75mm x75mmx6mm

Mild steel post at Centre and this post will be embeded in cement concrete M15

grade block of 450x450x600mm below ground level. The height of the bottom

of the lower plate will be 1200mm from normal ground level. The spacing

between the diamond shaped plate and Lower Plate is kept 150mm. logo,

letters and numerals on the ACM should be made up of Retro Reflective

sheeting of Type-1 AEGP Class-A grade as per the latest MORD section 1700 and

IRC 67-2012 specifications. Al the section of the frame and posts shall be

painted with primer and two coats of epoxy paint. The design, painting and

lettering shall be done as per the Logo sign Design and as directed by Engineer

in-charge. A warranty for 5 years for the Retro reflective sheeting for Type-1

Class-A from original manufacturer shall be submitted by contractor.

Rate (Exclusive

Item Description of Item (with brief specification and reference to book of

Quantity Unit GST) Amount

No. specifications)

[32] Project Information Board: Providing and fixing of typical Project informatory 4.00 Nos 8710.19

sign board with Logo as per 1700 of MORD specifications and drawing. The

board will be a composite unit consisting of Three Plates ACM (Aluminum

Composite Material), material specificaitons as per clause 17001.3. The top

most plate will be of 3mm ACM in diamond shape of 600x600mm size, riveted

with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The

middle 4mm ACM plate of will be 1200x150mm size riveted with MS angle iron

frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACM lower

most plate will be 1500mmx600mm size, riveted with MS angle iron frame of

25mmx25mmx5mm size. Riveting of all the sheets over angle and flat iron frame

will be done neatly to have plain surface on one side. The angle iron frame of

lower most plate and flat iron frame of the middle plate will be welded to two

nos. 75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre

to centre. the top of the middle plate will be flushed with the top of 75mm dia

medium steel tube posts and these posts will be embeded in cement concrete

M15 grade block of 450x450x600mm below ground level. The height of the

bottom of the lower plate will be 1200mm from normal ground level and the

bottom of the middle plate will be 100mm above the top level of the lower

most plate. the diamond shaped plate mounted over flat angle iron frame will

be connected to middle plate by square steel section of 47mmx47mm, thickness

12SWG having a spacing of 100mm between the diamond shaped plate and

middle plate and this square section will be riveted to the bottom point of the

diamond shaped plate. logo, letters and numerals on the ACM should be made

up of Retro Reflective sheeting of Type-1 AEGP Class-A grade as per the latest

MORD section 1700 and IRC 67-2012 specifications. Al the section of the frame

and posts shall be painted with primer and two coats of epoxy paint. The design,

painting and lettering shall be done as per the Signage Guide and as directed by

Engineer-In-charge. . A warranty for 5 years for the Retro reflective sheeting for

Class-A respectively, from original manufacturer shall be submitted by

[33] Excavation for foundation upto all depth including sorting out and stacking of 1278.00 Cum 241.79

useful materials and disposing of the excavated stuff upto all lead (A) Dense or

[34] Providing and filling in foundation with ordinary cement concrete M- 150 mix 1407.00 Cum 3615.61

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

[35] Providing TMT Bar FE500D reinforcement for R.C.C. work including bending, 3517.50 Kg 76.21

binding and placing in position complete upto floor two level

[36] Providing and laying Weep hole in abutment and return by using PVC. pipe of 608.00 Nos 45.81

100 mm dia including laying in proper grade and joining complete etc as per

details specification .

[37] White washing with lime on wall surface (two coats) to give an even shade 783.00 Sqm 12.09

including thoroughly booming the surface to remove all dirt, dust; mortar drops

and other foreign matter

[38] Supplying and fixing reinforced concrete heavy duty non pres-sure pipes 90.00 Rmt 3446.50

with collars for culverts incl. Setting and joining the pipes in C.M. 1:2

watering & laying (two level or slope ) of 900mm dia. NP3 pipe internal

diametre of IS 458 /

Rate (Exclusive

Item Description of Item (with brief specification and reference to book of

Quantity Unit GST) Amount

No. specifications)

[39] Provinding and filling sand below R.C.C. raft in layers including ramming and 90.00 Cum 458.14

watering complete.

[40] Providing and laying 37.5 mm thick Bituminous Macadam with B.T. aggregate as 2429.82 MT 2822.19

per MORTH specification and using bitumen Asphalt VG30 for tack coat @

KG. / 10 Sq.m. on B T Surface with mechanical sprayer and Bulk asphalt VG-30

for mixing @ 34.00 KG. / M.T. i.e. 3.40 % of total weight of mix including heating

and mixing the aggregate and asphalt in continuous of drum mix plant and hot

laid process spreading the same by paver finisher and consolidation with roller

as per MORTH specification to achieve desire density, including providing all

materials equipments, tools and plants, fire wood, oil, kerosene, labour charges

etc. complete using contractor's own machinery drum mix plant and paver

finisher etc. complete.

[41] Providing & Laying 20 mm thick Mix sealsurface using BT aggregate as per 1354.82 MT 3399.54

MORT & H gradation and specification asphalt Grade VG 30 for mixing

50.90 Kg/Mt of Total mix (i.e. 5.09% ) mixing the aggregate and asphalt by

continuous batching of Drum mix plant incl. loading , transporting &

spreading the same by paver finisher and consolidstion by vibratory roller

to 100 KN static wt incl. flushing sand or stone dust at the rate of 0.30 cmt/100

smt etc complete. incl. T & Ps firewood , oil ,fuel , labour charges , etc complete

[42] Providing & laying 37.50mm thick Bituminous grout base course with VG-30 1278.76 MT 2365.42

Bulk for tack coat @ 2.98 kg./ 10 Sqmt WBM surface and using B.T. stone

aggregate as per required gradation with asphalt of VG-30 grade at the rate of

1.99% i.e. 19.90 Kg/ M.T. including heating & mixing in drum mix plant

transporting the mix spreading the same by paver finisher and consolidation by

vibratory roller as per MORT&H specification including cost of all materials fuel,

labours, tools and plant etc using contractors own drum mix plant etc. comp.

Five Crore Fourty Three Lakh Seventy One Thousand Six Hundread Four Rupees and Eighty Three 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

In Worlds In Worlds

(* Please strike out whichever is not applicable).

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. Credit of dismantled materials of amount of Rs. 0.00/- must be recovered from contractor's 1st R.A. bill.

6. All duties, taxes, and other levies except GST payable by the contractor under the contract, or for any other cause shall be included in the

rates, prices and total Bid Price submitted by the Bidder. (GST will be paid extra)

Dated Signature of Dy. Executive Engineer Executive Engineer

the Contractor. R & B (P) Sub Division R & B (P) Division