Construction to Various Roads of Balasinor Taluka under MMGSY (SCSP) 2025-26, Package No.04, (Total- 2 Road),District : Mahisagar

Name of work :- Construction to Various Roads of Balasinor Taluka under MMGSY (SCSP) 2025-26,

Package No.04, (Total- 2 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] 2.04 Clearing and grubbing road land including uprooting rank 28455.09 Rupees Twenty Hec

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

300 mm removal of stumps of trees cut earlier and disposal of Four Hundred Fifty

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

light jungle Only

[2] 8663.91 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

[3] 150.00 Supplying and fixing reinforced concrete heavy duty non- 1053.39 Rupees One Rmt

pressure pipes with collars for culverts carrying heavy traffic as Thousand Fifty

per IS 458-1991 specifications including setting the pipes in Three and Paise

C.M. 1:2 watering and laying (to level or slopes) of class NP4 of Thirty Nine Only

following internal daimeters.(i) 300mm dia.

[4] 3213.00 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)

[5] 1445.86 Providing, laying, spreading and compacting stone aggregates 1006.57 Rupees One Cum

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

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

uniform thickness, hand packing , rolling with vibratory roller Only

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.

[6] 2088.46 Providing, laying, spreading and compacting stone aggregates 1180.78 Rupees One Cum

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

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

uniform thickness, hand packing , rolling with vibratory roller Paise Seventy Eight

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

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)

[7] 340.00 Providing and laying Compacted Hard Murrum for side 850.42 Rupees Eight Cum

shoulder including carraige of material and spreading on Hundred Fifty and

prepared base including compacting as per MOST Specification Paise Forty Two

etc... Complete Only

[8] 13923.00 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

[9] 1004.04 Providing & laying 37.5 mm thick Bituminous grout base course 2187.66 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 Eighty

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

emulsion RS1 at 2.5 kg/10 sq.mt. including heating & mixing in Sixty Six 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. complete.

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

[10] 702.84 Providing laying and rolling 25 mm thick open graded premixed 2897.69 Rupees Two MT

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

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

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

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

[11] 365.12 Providing and laying sealcoat with B.T. agreegate as specified 3188.57 Rupees Three MT

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

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

4.50 % i.e 45 Kg/M.T. of total mix including heating and mixing Eight and Paise Fifty

in drum mix plant and spreading the same with paver finisher Seven Only

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 specification.

[12] 12.00 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

[13] 8.00 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

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

coated with one coat of epoxy primer and two coats of best Eighty One 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

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

[14] 4.00 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 Hundred Seventy

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

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; 3.6mtr 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

[15] 4.00 Providing and fixing ordinary kilometer stone of precast cc 1293.39 Rupees One No

1:2:4 including necessary reinforcemnent as per IRC type Thousand Two

desing and Fixing in cc 1:4:8 including painting and lettering Hundred Ninety

etc.complete Three and Paise

Thirty Nine Only

[16] 28.00 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 Hundred Eleven and

treated with phospheting process & acid etching; coated with Paise Seventy Five

one coat of epoxy primer and two coats of best quality epoxy Only

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 10 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

[17] 8.00 Hazard Marker Sign :-Providing and fixing sign boards made 2423.74 Rupees Two No

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

composite Panel); size 90x30 cms. rectangular as per design of Hundred Twenty

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

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

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

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

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

[18] 21.00 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

[19] 4.00 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

[20] 901.32 Road marking with hot applied thermoplastic paints with 367.72 Rupees Three Sqm

reflectorising glass beads on bitumin surface providing and Hundred Sixty

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

including reflectorising glass beads @ 250gms per sqm area, Seventy 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.

[21] 408.00 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-

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

[22] 2.00 "LOGO" Board : Providing and fixing of LOGO informatory sign 4831.69 Rupees Four No

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

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

Two 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

years for the Retro reflective sheeting for Type-1 Class-A from

original manufacturer shall be submitted by contractor.

[23] 2.00 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 67-2012 specifications. Al the section of the frame and

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

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] 250.00 Type - A, "W" : Metal Beam Crash Barrier (Providing and 3468.34 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 Sixty Eight

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

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

[25] 776.00 Excavation for foundation upto 1.5 m depth including sorting 253.88 Rupees Two Cum

out and stacking of useful materials and disposing off the Hundred Fifty Three

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

[26] 109.70 Providing and filling in foundation with ordinary cement 3341.15 Rupees Three Cum

concrete M- 100 mix and providing necessary vertical pin Thousand Three

headers including formwork, vibrating, ramming and curing Hundred Forty One

complete. and Paise Fifteen

[27] 90.00 Supplying and fixing reinforced concrete heavy duty non 4710.56 Rupees Four Rmt

pres-sure pipes with collars for culverts incl. Setting and Thousand Seven

joining the pipes in C.M. 1:2 watering & laying (two level or Hundred Ten and

slope ) of 900mm dia. NP4 pipe internal diametre of IS 458 / Paise Fifty Six Only

[28] 963.00 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

[29] 11160.00 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

[30] 437.00 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

[31] 300.00 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

[32] 386.00 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 Paise Seventy Only

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

[33] 351.00 Providing and laying - Fitter Media 600mm thick directed at the 1239.35 Rupees One Cum

back of abutments, returns and wing walls as per detailed Thousand Two

specifications. Hundred Thirty

Thirty Five Only

Rupees Two Crores Twenty Nine Lakhs Five Hundred Seventy Seven and Paise Twenty One 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