Construction to Various Roads of Balasinor and Virpur Taluka under MMGSY (N) 2025-26, Package No.03,(Total-4 Road) District : Mahisagar

Name of work :- Construction to Various Roads of Balasinor and Virpur Taluka under MMGSY (SCSP)

2025-26, Package No.03,(Total-4 Road) District : Mahisagar

BILL OF QUANTITIES

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[1] 4.42 Clearing and grubbing road land including uprooting rank 28455.09 Rupees Twenty Hec

vegetation grass bushes,shrubs,sapling and trees girth up to 300 Eight Thousand Four

mm removal of stumps of trees cut earlier and disposal of Hundred Fifty Five

unserviceable materials (C) By mechanical means in area of and Paise Nine Only

[2] 460.69 Earthwork in cutting including preparing the slope and camber 134.13 Rupees One Cum

andstacking or utilising the cutting stuff in bank as directed Hundred Thirty Four

upto 200 Meters from the end of cutting with all lead and lift.(i) and Paise Thirteen

Soft Murrum Only

[3] 30921.95 Earthwork for embankment including breaking clods, dressing 177.91 Rupees One Cum

with all lead and lift and including watering rolling and Hundred Seventy

consolidation of subgrade in layers at O.M.C. to required dry Seven and Paise

density including filling the depression which occur during the Ninety One Only

process using power roller 8T to 10T.(E) From Borrow area

with all lead and Lift

[4] 23.00 Supplying and fixing reinforced concrete heavy duty non- 3904.48 Rupees Three Rmt

pressure pipes with collars for culverts including setting and Thousand Nine

joining the pipes in C.M. 1:2 watering and laying (To level of Hundred Four and

slops of I.S. 458 / 1971 Class NP4 casted by vertically vibrated Paise Forty Eight

technology of following internal diameter. 900mm dia. Only

[5] 1170.00 Construction of 100 mm thick compacted GRANULAR SUB 1211.60 Rupees One Cum

BASE ( Grade-I , Crushed B T materials of 53 mm to 9.5 mm @ Thousand Two

50 %, 9.5 mm to 2.36 mm @ 20 %, Below 2.36 mm @ 30 % ) by Hundred Eleven and

providing close graded matrial , mixing in a machanical mix Paise Sixty Only

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 clause as per 401.( 2 Layer Each)

[6] 526.50 Providing, laying, spreading and compacting stone aggregates of 958.89 Rupees Nine Cum

specific sizes to water bound macadam (Grade-I) (B.T. Metal of Hundred Fifty Eight

size 45 to 90 mm) specification including spreading in uniform and Paise Eighty

thickness, hand packing , rolling with vibratory roller 80-100 kN Nine Only

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

[7] 745.88 Providing, laying, spreading and compacting stone aggregates of 1135.81 Rupees One Cum

specific sizes to water bound macadam (Grade-II) (M.C. Metal of Thousand One

size 40 to 63 mm) specification including spreading in uniform Hundred Thirty Five

thickness, hand packing , rolling with vibratory roller 80-100 kN and Paise Eighty One

static wt. to proper grade and camber, applying and brooming, Only

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

coarse aggregate, watering and compacting etc. complete as per

Specifcation. (45 to 63mm size M.C. Metal)

[8] 234.00 Providing and laying Compacted Hard Murrum for side shoulder 678.72 Rupees Six Hundred Cum

including carraige of material and spreading on prepared base Seventy Eight and

including compacting as per MOST Specification etc... Complete Paise Seventy Two

[9] 4875.00 Providing & Laying bituminous prime coat SS1 emulsion @ 7.5 60.60 Rupees Sixty and Sqm

kg / 10 sqm. of slow curing emulsion as per MOST Paise Sixty Only

specifications including cost of materials labours labour

equipment etc. complete

[10] 383.90 Providing & laying 37.5 mm thick Bituminous grout base course 2125.04 Rupees Two MT

using B.T. stone aggregate as per required gradation with Thousand One

asphalt of VG-30 grade at the rate of 1.99% i.e. 19.90 Kg/ M.T. Hundred Twenty

by weight of total mix of asphalt & for tack coat using Bitumen Five and Paise Four

emulsion RS1 at 4.0 kg/10 sq.mt. including heating & mixing in Only

drum mix plant / continuos batch 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 contractor's

own machineries, hot mix plant and paver finisher etc.

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[11] 268.73 Providing laying and rolling 25 mm thick open graded premixed 2489.65 Rupees Two MT

bitumineous carpet with B.T. aggregate as specified and using Thousand Four

bitumen grade VG-30 bitumen for mixing with agreegate at the Hundred Eighty Nine

rate of 3.36 % i.e 33.60 kg/M.T. of total mix including heating and Paise Sixty Five

and mixing in drum mix plant and spreading the same with Only

paver finisher and consolidation with power roller including

necessary firewood, oil, lubricants, labour charges etc. using

contractor's own drum mix plant and equipment, tool etc.

completed in accordance with the requirement of specification.

[12] 138.21 Providing and laying sealcoat with B.T. agreegate as specified 2941.12 Rupees Two MT

using agreegate at the rate of 0.18 Cu.mt / 10 Sq.M. and bitumen Thousand Nine

grade VG-30 for mixing with agreegate at the rate of 4.50 % i.e Hundred Forty One

45 Kg/M.T. of total mix including heating and mixing in drum and Paise Twelve

mix plant and spreading the same with paver finisher and Only

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 specification.

[13] 34.00 Cautionary Warning Sign :-Providing and fixing sign boards 3808.66 Rupees Three No

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

composite Panel); size 90 x 90 x 90 cms. equilateral triangle as Hundred Eight and

per design of IRC-67-2012. Pre treated with phospheting Paise Sixty Six Only

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

[14] 2.00 Facility Informatory Sign :-Providing and fixing sign boards 3856.90 Rupees Three No

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

composite Panel); size 80 x 60 cms rectangular as per design of Hundred Fifty Six

IRC-67-2012. Pre treated with phospheting process & acid and Paise Ninety

etching; coated with one coat of epoxy primer and two coats of Only

best quality epoxy paint ;reflectorised with Micro Prismatic

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

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

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[15] 18.00 Regulatory / Mandatory Sign :-Providing and fixing sign boards 3439.81 Rupees Three No

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

composite Panel); size 60 cms Dia Circle as per design of IRC-67- Hundred Thirty Nine

2012. Pre reated with phospheting process & acid etching; and Paise Eighty One

coated with one coat of epoxy primer and two coats of best Only

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) Engineering Grade (VR)g

[16] 8.00 STOP Sign :-Providing and fixing sign boards made out of 2mm 4676.06 Rupees Four No

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

90 cms Octagone as per design of IRC-67- 2012. Pre treated with Hundred Seventy Six

phospheting process & acid etching; coated with one coat of and Paise Six Only

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) Engineering Grade (VR)g

[17] 7.00 Providing and fixing ordinary kilometer stone of precast cc 1:2:4 1293.39 Rupees One No

including necessary reinforcemnent as per IRC type desing and Thousand Two

Fixing in cc 1:4:8 including painting and lettering etc.complete Hundred Ninety

Three and Paise

Thirty Nine Only

[18] 148.00 Chevron sign :-Providing and fixing sign boards made out of 3711.75 Rupees Three No

1.5mm aluminium sheet / 3mm ACP (Aluminum composite Thousand Seven

Panel); size 60x50 cm as per design of IRC-67- 2012. Pre treated Hundred Eleven and

with phospheting process & acid etching; coated with one coat Paise Seventy Five

of epoxy primer and two coats of best quality epoxy paint Only

;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

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

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[19] 36.00 Hazard Marker Sign :-Providing and fixing sign boards made out 2423.74 Rupees Two No

of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum composite Thousand Four

Panel); size 90x30 cms. rectangular as per design of IRC-67- Hundred Twenty

2012. Pre treated with phospheting process & acid etching; Three and Paise

coated with one coat of epoxy primer and two coats of best Seventy Four Only

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

[20] 63.00 Providing and fixing pre cast C.C. M-150 hectometer stone with 356.50 Rupees Three No

necessary reinforcements per I.R.C. type design including Hundred Fifty Six

painting, lettering etc. complete (ii) Fixing in C.C. 1:5:10 and Paise Fifty Only

[21] 1.00 Providing and fixing 5th kilometer stone of pre-cast C.C. 1:2:4 as 1935.15 Rupees One No

per I.R.C. type design including fixing in C.C. 1:4:8 including Thousand Nine

painting, lettering etc. complete ( For N.H., S.H. and M.D.R.) Hundred Thirty Five

and Paise Fifteen

[22] 130.00 Type - A, "W" : Metal Beam Crash Barrier (Providing and 3496.62 Rupees Three Rmt

erecting a "W" metal beam crash barrier comprising of 3 mm Thousand Four

thick corrugated sheet metal beam rail, 70 cm above Hundred Ninety Six

road/ground level, fixed on ISMC series channel vertical post, and Paise Sixty Two

150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m Only

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)

[23] 12.00 Village Name Sign :-Providing and fixing sign boards made out 5045.36 Rupees Five No

of 2mm aluminium sheet/ 4mm ACP (Aluminum composite Thousand Forty Five

Panel); size 90x60 cms. rectangular as per design of IRC-67- and Paise Thirty Six

2012. Pre treated with phospheting process & acid etching; Only

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 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

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[24] 2008.25 Road marking with hot applied thermoplastic paints with 367.72 Rupees Three Sqm

reflectorising glass beads on bitumin surface providing and Hundred Sixty Seven

laying a hot applied thermoplastic compound 2.5 mm thick and Paise Seventy

including reflectorising glass beads @ 250gms per sqm area, Two Only

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

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.

[25] 921.00 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks 326.23 Rupees Three No

Raised Pavement Markers made of polycarbonate and ABS Hundred Twenty Six

moulded body and reflective panels with micro prismatic lens and Paise Twenty

capable of providing total internal reflection of the light Three Only

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+/- 2 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-

[26] 1.00 Citizen' s information Board- Providing and fixing of typical 11094.35 Rupees Eleven No

information board as per instruction. Two MS plates of 1.6 mm Thousand Ninety

thick, of 900 mm x 750mm size fixed at top & bottom duly Four and Paise

welded with MS angles of 25 x 25 x 5 mm thick M.S plate shall Thirty Five Only

be welded by two vertical M.S flats & four horizontal M.S flates

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

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[27] 4.00 "LOGO" Board : Providing and fixing of LOGO informatory sign 4831.69 Rupees Four No

board with Logo as per section 1700 of MORD specifications and Thousand Eight

drawing. The board will be a composite unit consisting of Two Hundred Thirty One

Plates of ACM (Aluminum Composite Material), material and Paise Sixty Nine

specifications as per clause 17001.3. The top most plate will be Only

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.

[28] 4.00 Project Information Board: Providing and fixing of typical 11130.01 Rupees Eleven No

Project informatory sign board with Logo as per 1700 of MORD Thousand One

specifications and drawing. The board will be a composite unit Hundred Thirty and

consisting of Three Plates ACM (Aluminum Composite One Paisa Only

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-

[29] 2465.00 2012 specifications.

Excavation Al the section

for foundation upto1.5mof the frame

depth and posts

including shallout

sorting 253.88 Rupees Two Cum

and stacking of useful materials and disposing of the excavated Hundred Fifty Three

stuff upto 50 Meter lead (B) Dense or Hard soil. and Paise Eighty

[30] 563.00 Providing & filling in foundation with ordinary cement concrete 3341.15 Rupees Three Cum

M 100 mix and providing necessary vertical pin headers Thousand Three

including formwork vibrating ramming & curing complete. Hundred Forty One

and Paise Fifteen

[31] 767.00 Providing and filling in foundation with ordinary cement 3917.21 Rupees Three Cum

concrete M- 150 mix and providing necessary vertical pin Thousand Nine

headers including formwork, vibrating, ramming and curing Hundred Seventeen

complete. and Paise Twenty

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[32] 27.00 Providing and casting in situ ordinary cement concrete M-100 3977.53 Rupees Three Cum

mix for well steining including necessary shuttering, laying, Thousand Nine

vibrating and curing complete. Hundred Seventy

Seven and Paise Fifty

[33] 9.45 Providing and laying in position FE 500D TMT bar 73858.69 Rupees Seventy MT

reinforcement including cutting, bending, hooking and tying Three Thousand

complete as per detailed drawings for the following.(A) Piers Eight Hundred Fifty

(B) Abutments(C) R.C.C. Returns Eight and Paise Sixty

[34] 252.50 Supplying and fixing reinforced concrete heavy duty non- 4710.56 Rupees Four Rmt

pressure pipes with collars for culverts including setting and Thousand Seven

joining the pipes in C.M.1:2 watering and laying (To level of Hundred Ten and

slopes of I.S.458/1971 ClassNP4 of following internal diameter. Paise Fifty Six Only

(iv) 900 mm dia.

[35] 45.00 Filling available excavated earth (excluding rock) in trenches, 136.92 Rupees One Cum

plinth , sides of foundation etc. layers not exceeding 20cm in Hundred Thirty Six

depth consolidating each deposited layers by ramming and and Paise Ninety

watering. Two Only

[36] 235.00 Supplying and fixing reinforced concrete heavy duty 1053.39 Rupees One Rmt

nonpressure pipes with collars for culverts including setting Thousand Fifty

and joining the pipes in C.M. 1:2 watering and laying (To level of Three and Paise

slops of I.S. 458 / 1971 Class NP4 casted by vertically vibrated Thirty Nine Only

technology of following internal diameter. 300 mm dia

[37] 11.00 Filling around the pipes with murrum including dressing, 88.53 Rupees Eighty Eight Cum

tampering etc. complete. and Paise Fifty Three

[38] 815.00 Excavation for foundation in sand, gravel, clay soft soils and 511.11 Rupees Five Cum

murrum etc. including shoring, strutting dewatering as Hundred Eleven and

necessary and disposing of the excavated stuff as directed.(A) Paise Eleven Only

Depth upto 3.0 M. and lead upto 100m for 10 Cum

[39] 235.00 Excavation for foundation in hard murrum and boulders and 611.32 Rupees Six Hundred Cum

very stiff or sticky, clays and other similar strata including Eleven and Paise

shoring and strutting and dewatering as necessary and Thirty Two Only

disposing of the excavated stuff as directed .

[40] 79.00 Excavation in large boulders and soft rock by welding including 716.55 Rupees Seven Cum

shoring, strutting and dewatering as necessary and disposing of Hundred Sixteen and

the excavation stuff as directed. Paise Fifty Five Only

[41] 369.00 Providing and filling in foundation with ordinary cement 3711.19 Rupees Three Cum

concrete M-150 mix and providing necessary verticalpin Thousand Seven

headers including formwork , vibrating, ramming and curing Hundred Eleven and

complete. Paise Nineteen Only

[42] 828.00 Providing and casting in situ controlled cement concrete M-200 5222.12 Rupees Five Cum

for R.C.C. return as per drawings including centering shuttering Thousand Two

where necessary, laying vibrating, curing and finishing Hundred Twenty

complete. (A) Height from 0.0 to 5.0. (1) Piers (2) Abutment (3) Two and Paise

RCC return Twelve Only

[43] 87.00 Providing and casting in situ controlled cement concrete M-200 5548.21 Rupees Five Cum

for R.C.C. return as per drawings including centering shuttering Thousand Five

where necessary, laying vibrating, curing and finishing Hundred Forty Eight

complete. (A) Height from 5.0 to 10.0. (1) Piers (2) Abutment and Paise Twenty

(3) RCC return One Only

[44] 30.00 Providing and casting in situ ordinary cement concrete M-200 4818.36 Rupees Four Cum

for R.C.C. works in pier cap abutment cap and dirt wall including Thousand Eight

controlled cement concrete M-250 Bed block or pedestal or Hundred Eighteen

required size below bearings as per detailed drawings, and Paise Thirty Six

centering, shuttering, scaffoldiring, wherever necessary, laying Only

vibrating curing and finishing complete.

[45] 111.00 Providing and casting in situ controlled cement concrete M-250 5452.98 Rupees Five Cum

for R.C.C.solid slab including centering, scaffolding, curing and Thousand Four

finishing complete. Hundred Fifty Two

and Paise Ninety

[46] 20.18 Providing and placing in position FE 500D TMT bar 73243.02 Rupees Seventy MT

reinforcement including cutting, bending, hooking, and tying Three Thousand

complete as per detailed drawing.(A) Solid Slab, (A) R.C.C. Kerb Two Hundred Forty

(B) R.C.C. Footpath (C) R.C.C. Approach slab (D) Wearing coat Three and Paise Two

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[47] 21.00 Providing and casting in situ controlled cement concrete M-250 5401.06 Rupees Five Cum

for average 100 mm thick wearing coat laid as directed Thousand Four

including tamping, vibrating, finishing, curing and fillingin joints Hundred One and

with bitumen complete Paise Six Only

[48] 120.00 Providing and fixing mild steel dowel bars of minimum 32mm 450.07 Rupees Four Rmt

dia. for anchoring by drilling holes in foundation strata Hundred Fifty and

including necessary bending, hooking of dowel bars and Paise Seven Only

grouting the holes complete as per detailed drawing and as

[49] 515.00 Providing and filling sand behind abutments and between 467.68 Rupees Four Cum

returns in layers as directed. Hundred Sixty Seven

and Paise Sixty Eight

[50] 83.00 Providing & laying weep hole in Aburtments, and returns by 86.43 Rupees Eighty Six Sqm

using A.C. pipe of 100mm including laying in proper grede and and Paise Forty

jointing the completed as per detailed specification. Three Only

[51] 913.00 Providing and laying - Fitter Media 600mm thick directed at the 1239.35 Rupees One Sqm

back ofabutments, returns and wing walls as per detailed Thousand Two

specifications. Hundred Thirty Nine

and Paise Thirty Five

[52] 20.00 Provding P.V.C. 100 mm diameter water spouts including 159.37 Rupees One No

necessary iron gratings as per drawings. Hundred Fifty Nine

and Paise Thirty

[53] 58.00 Providing of an reinforced cement concrete crash barrier at the 1380.67 Rupees One Rmt

edges of the bridge, approached to bridge structure, constructed Thousand Three

with M-250 grade cocncrete with fe 500 D reinforcement Hundred Eighty and

conforming to IS 1786 with asphalt filler joint at every 10 meter Paise Sixty Seven

and painting on cocnrete surface 15cm yellow and black Only

alternate as per detailed drawing and engineer in charge.

[54] 24.00 ProvidingPre-mouldedasphaltfillerjoints as per drawings.(A) 159.37 Rupees One Rmt

12mm Hundred Fifty Nine

and Paise Thirty

[55] 8.00 Providing and Laying Tar Paper Bearing as per directed 15150.00 Rupees Fifteen Job

engineer in charge. Thousand One

Hundred Fifty Only

[56] 121.00 Dismentaling the existing structure including removing and 930.35 Rupees Nine Cum

stacking the dismentelled materials as and where directed. (A) Hundred Thirty and

R.C.C. work Paise Thirty Five

[57] 23739.00 Providing TMT Bar FE 500/500D reinforcement for R.C.C. work 77.29 Rupees Seventy Kg

including bending, binding and placing in position complete Seven and Paise

upto floor two level Twenty Nine Only

[58] 1125.00 Providing and laying Weep hole in abutment and return by 86.73 Rupees Eighty Six No

using PVC. pipe of 100 mm dia including laying in proper grade and Paise Seventy

and joining complete etc as per details specification . Three Only

[59] 1328.00 White washing with lime on wall surface (two coats) to give an 12.70 Rupees Twelve and Sqm

even shade including thoroughly booming the surface to remove Paise Seventy Only

all dirt, dust; mortar drops and other foreign matter.

[60] 472.50 Construction of 150 mm thick compacted GRANULAR SUB 931.20 Rupees Nine Cum

BASE ( Grade-I , Crushed B T materials of 53 mm to 9.5 mm @ Hundred Thirty One

50 %, 9.5 mm to 2.36 mm @ 20 %, Below 2.36 mm @ 30 % ) by and Paise Twenty

providing close graded matrial , mixing in a machanical mix Only

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 clause as per 401.( 2 Layer Each)

[61] 212.63 Providing, laying, spreading and compacting stone aggregates of 1006.57 Rupees One Cum

specific sizes to water bound macadam (Grade-I) (B.T. Metal of Thousand Six and

size 45 to 90 mm) specification including spreading in uniform Paise Fifty Seven

thickness, hand packing , rolling with vibratory roller 80-100 kN Only

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

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[62] 307.13 Providing, laying, spreading and compacting stone aggregates of 1180.78 Rupees One Cum

specific sizes to water bound macadam (Grade-II) (M.C. Metal of Thousand One

size 40 to 63 mm) specification including spreading in uniform Hundred Eighty and

thickness, hand packing , rolling with vibratory roller 80-100 kN Paise Seventy Eight

static wt. to proper grade and camber, applying and brooming, Only

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

coarse aggregate, watering and compacting etc. complete as per

Specifcation. (45 to 63mm size M.C. Metal)

[63] 100.00 Providing and laying Compacted Hard Murrum for side shoulder 850.42 Rupees Eight Cum

including carraige of material and spreading on prepared base Hundred Fifty and

including compacting as per MOST Specification etc... Complete Paise Forty Two

[64] 22522.50 Providing & Laying bituminous prime coat SS1 emulsion @ 7.5 63.63 Rupees Sixty Three Sqm

kg / 10 sqm. of slow curing emulsion as per MOST and Paise Sixty

specifications including cost of materials labours labour Three Only

equipment etc. complete

[65] 147.70 Providing & laying 37.5 mm thick Bituminous grout base course 2257.35 Rupees Two MT

using B.T. stone aggregate as per required gradation with Thousand Two

asphalt of VG-30 grade at the rate of 1.99% i.e. 19.90 Kg/ M.T. Hundred Fifty Seven

by weight of total mix of asphalt & for tack coat using Bitumen and Paise Thirty Five

emulsion RS1 at 2.5 kg/10 sq.mt. including heating & mixing in Only

drum mix plant / continuos batch 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 contractor's

own machineries, hot mix plant and paver finisher etc.

[66] 103.35 Providing laying and rolling 25 mm thick open graded premixed 3014.85 Rupees Three MT

bitumineous carpet with B.T. aggregate as specified and using Thousand Fourteen

bitumen grade VG-30 bitumen for mixing with agreegate at the and Paise Eighty

rate of 3.36 % i.e 33.60 kg/M.T. of total mix for tack coat using Five Only

Bitumen emulsion RS1 at 2.5 kg/10 sq.mt including heating and

mixing in drum mix plant and spreading the same with paver

finisher and consolidation with power roller including

necessary firewood, oil, lubricants, labour charges etc. using

contractor's own drum mix plant and equipment, tool etc.

completed in accordance with the requirement of specification.

[67] 53.69 Providing and laying sealcoat with B.T. agreegate as specified 3331.99 Rupees Three MT

using agreegate at the rate of 0.18 Cu.mt / 10 Sq.M. and bitumen Thousand Three

grade VG-30 for mixing with agreegate at the rate of 4.50 % i.e Hundred Thirty One

45 Kg/M.T. of total mix including heating and mixing in drum and Paise Ninety

mix plant and spreading the same with paver finisher and Nine Only

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 specification.

[68] 4.00 Providing and fixing ordinary kilometer stone of precast cc 1:2:4 1239.39 Rupees One No

including necessary reinforcemnent as per IRC type desing and Thousand Two

Fixing in cc 1:4:8 including painting and lettering etc.complete Hundred Thirty Nine

and Paise Thirty

[69] 1466.00 Providing and filling in foundation with ordinary cement 3818.55 Rupees Three Cum

concrete M- 150 mix and providing necessary vertical pin Thousand Eight

headers including formwork, vibrating, ramming and curing Hundred Eighteen

complete. and Paise Fifty Five

[70] 390.00 Finishing wall with weather proof exterior emulsion paint on 120.26 Rupees One Sqm

wall surface (two coats) to give an required shape even shade Hundred Twenty

after thoroughly brushing the surface to remove all dirt, and and Paise Twenty

remains of loose powdered materials.etc complete Six Only

[71] 5490.50 Construction of 150 mm thick compacted GRANULAR SUB 939.43 Rupees Nine Cum

BASE ( Grade-I , Crushed B T materials of 53 mm to 9.5 mm @ Hundred Thirty Nine

50 %, 9.5 mm to 2.36 mm @ 20 %, Below 2.36 mm @ 30 % ) by and Paise Forty

providing close graded matrial , mixing in a machanical mix Three Only

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 clause as per 401.( 2 Layer Each)

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[72] 2338.88 Providing, laying, spreading and compacting stone aggregates of 1016.40 Rupees One Cum

specific sizes to water bound macadam (Grade-I) (B.T. Metal of Thousand Sixteen

size 45 to 90 mm) specification including spreading in uniform and Paise Forty Only

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

[73] 3378.38 Providing, laying, spreading and compacting stone aggregates of 1190.07 Rupees One Cum

specific sizes to water bound macadam (Grade-II) (M.C. Metal of Thousand One

size 40 to 63 mm) specification including spreading in uniform Hundred Ninety and

thickness, hand packing , rolling with vibratory roller 80-100 kN Paise Seven Only

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 M.C. Metal)

[74] 600.00 Providing and laying Compacted Hard Murrum for side shoulder 860.52 Rupees Eight Cum

including carraige of material and spreading on prepared base Hundred Sixty and

including compacting as per MOST Specification etc... Complete Paise Fifty Two Only

[75] 1624.20 Providing & laying 37.5 mm thick Bituminous grout base course 2192.71 Rupees Two MT

using B.T. stone aggregate as per required gradation with Thousand One

asphalt of VG-30 grade at the rate of 1.99% i.e. 19.90 Kg/ M.T. Hundred Ninety Two

by weight of total mix of asphalt & for tack coat using Bitumen and Paise Seventy

emulsion RS1 at 2.5 kg/10 sq.mt. including heating & mixing in One Only

drum mix plant / continuos batch 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 contractor's

own machineries, hot mix plant and paver finisher etc.

[76] 475.45 Providing laying and rolling 25 mm thick open graded premixed 2903.75 Rupees Two MT

bitumineous carpet with B.T. aggregate as specified and using Thousand Nine

bitumen grade VG-30 bitumen for mixing with agreegate at the Hundred Three and

rate of 3.36 % i.e 33.60 kg/M.T. of total mix for tack coat using Paise Seventy Five

Bitumen emulsion RS1 at 2.5 kg/10 sq.mt including heating and Only

mixing in drum mix plant and spreading the same with paver

finisher and consolidation with power roller including

necessary firewood, oil, lubricants, labour charges etc. using

contractor's own drum mix plant and equipment, tool etc.

completed in accordance with the requirement of specification.

[77] 246.99 Providing and laying sealcoat with B.T. agreegate as specified 3194.63 Rupees Three MT

using agreegate at the rate of 0.18 Cu.mt / 10 Sq.M. and bitumen Thousand One

grade VG-30 for mixing with agreegate at the rate of 4.50 % i.e Hundred Ninety

45 Kg/M.T. of total mix including heating and mixing in drum Four and Paise Sixty

mix plant and spreading the same with paver finisher and Three Only

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 specification.

[78] 375.00 Providing and laying contolled cement concret M-20 by trimix 5623.24 Rupees Five Cum

method and curing complete including compacting with surface Thousand Six

mechanical vibrator, mechanical floater, chanelling formwork, Hundred Twenty

grooving including expantion joint and construction joint Three and Paise

including filling asphalt filler joint as per instruction of Engineer Twenty Four Only

[79] 661.50 Providing laying and rolling 25 mm thick open graded premixed 2904.76 Rupees Two MT

bitumineous carpet with B.T. aggregate as specified and using Thousand Nine

bitumen grade VG-30 bitumen for mixing with agreegate at the Hundred Four and

rate of 3.36 % i.e 33.60 kg/M.T. of total mix for tack coat using Paise Seventy Six

Bitumen emulsion RS1 at 2.5 kg/10 sq.mt including heating and Only

mixing in drum mix plant and spreading the same with paver

finisher and consolidation with power roller including

necessary firewood, oil, lubricants, labour charges etc. using

contractor's own drum mix plant and equipment, tool etc.

completed in accordance with the requirement of specification.

Quantities Estimated Rates

Item estimated but Total Amount According

Item estimated but Total Amount According

Item of work Unit

No. may be more to Estimated Quantities

or less In Figure In Words

[80] 343.64 Providing and laying sealcoat with B.T. agreegate as specified 3195.64 Rupees Three MT

using agreegate at the rate of 0.18 Cu.mt / 10 Sq.M. and bitumen Thousand One

grade VG-30 for mixing with agreegate at the rate of 4.50 % i.e Hundred Ninety Five

45 Kg/M.T. of total mix including heating and mixing in drum and Paise Sixty Four

mix plant and spreading the same with paver finisher and Only

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 specification.

[81] 1968.80 Providing & Laying bituminous prime coat SS1 emulsion @ 7.5 64.64 Rupees Sixty Four Sqm

kg / 10 sqm. of slow curing emulsion as per MOST and Paise Sixty Four

specifications including cost of materials labours labour Only

equipment etc. complete

Rupees Six Crores Sixty Lakhs Ninety Five Thousand Three Hundred and Paise Forty Seven 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

In Words In Words

1. The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra payment shall be made.

2. The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3. GST and Income tax TDS will be deducted at a source while making payments of bills

4. In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R.

therefore in R.C.C. items where there is a change as per actual mix design the cost of difference of cement consumption have been deducted from the rate of original item at the rate

of input rate mentioned in all the tender.

5. Credit of materials of Diversion & CD Work amount of Rs. …........................ must be recovered from Contractor's ............ R.A Bill.

Dated Signature Divisional Accounts officer Deputy Executive Engineer Executive Engineer

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

Lunavada Balasinor Lunavada