Road

Name of Work :: Construction of Chunel Village through Chunel towards Bhanapanchani Muvadi Road Taluka: Mahudha, District: 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 0.30 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 2434.00 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 Land width

[3] Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 20.00 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 382.73 Cum 1558.25

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 527.00 Cum 1481.09

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 carraige 120.00 Cum 833.25

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 Bulk 266.00 MT 2964.35

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.

[8] Providing and laying 25 mm thick premix asphalt carpet using 0.66 cmt per 1 187.00 MT 3858.20

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

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

[9] Providing and laying sealcoat with B.T. agreegate as specified using agreegate at 97.00 MT 4295.53

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

[10] Box Cutting the road surface to proper slope and camber for making a base for 124.50 Cum 104.20

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

side slope as directed upto 50Mt.lead.

[11] Construction of Granular Sub Base (GSB) by providing M.C. coarse graded 63.00 Cum 1345.84

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

Rate (Exclusive

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

Quantity Unit GST) Amount

No. specifications)

[12] Providing and filling in foundation with ordinary cement concrete M- 100 mix 45.30 Cum 3245.56

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

[13] Providing and laying contolled cement concret M-30 and curing complete 80.00 Cum 5590.59

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

[14] Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm 8.00 No 3218.09

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

equilateral triangle as per design of IRC-67-2012. Pre treated with phospheting

process & acid etching; coated with one coat of epoxy primer and two coats of

best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro 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

[15] Facility Informatory Sign :-Providing and fixing sign boards made out of 2mm 1.00 No 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)

Engineering Garde (VR)g

[16] Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm 4.00 No 3113.10

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 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)

[17] STOP Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 2.00 No 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 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

[18] Providing and fixing pre cast C.C. M-150 indicator stone with necessary 40.00 No 343.27

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

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

[19] Providing and fixing ordinary kilometer stone of precast cc 1:2:4 including 2.00 No 704.33

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

painting and lettering etc.complete

[20] Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium 8.00 No 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

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 (VR)g

[21] Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 mm 1.00 No 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)

[22] Engineering

Providing andGrade (VR)g

fixing pre cast C.C. M-150 hectometer stone with necessary 8.00 No 356.50

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

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

Rate (Exclusive

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

Quantity Unit GST) Amount

No. specifications)

[23] Route Marker sign :-Providing and fixing sign boards made out of 2.0 mm 2.00 No 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

[24] Village Name Sign :-Providing and fixing sign boards made out of 2mm aluminium 1.00 No 4842.24

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

x 75 x 6mm as required and frame fabricated from suitable size iron angle of

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

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

[25] Road marking with hot applied thermoplastic paints with reflectorising glass 282.66 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.

[26] Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks Raised Pavement 127.00 No 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 +/-

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-charge.

[27] Providing and fixing Junction board of M.S. plates and angles as per standard 2.00 No 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.

Rate (Exclusive

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

Quantity Unit GST) Amount

No. specifications)

[28] Citizen's Information Board :- Providing and Fixing of Information Board as per 1.00 No 11717.01

instruction Two ACP sheets of 3 mm thick, of 900 mm x 750mm size fixed at top

& bottom duly rivetted with MS angles of 25 x 25 x 5 mm thick M.S angle shall

be welded by two vertical M.S angle of 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 750mm, below ground level. The letters & figure of any shade

reflectorised with High Intensity Prismatic Grade Retro Reflective Sheeting of

Type-4 as per ASTM D-4956 and latest MORD specifications; 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). (A) Class-B High

intensity Grade Retro Reflective sheeting.

[29] MMGSY "LOGO" Board :- Providing and fixing of MMGSY LOGO Informatory Sign 1.00 No 5032.83

Board with Logo 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 600 x 600 mm. size, riveted with

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

plate will be of 4mm ACP of 1100 x 300 mm. size riveted with MS angle iron

frame of 25mm. x 25mm. x 5mm. 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. x 75mm.

x 6mm. Mild steel post at Centre and this post will be embeded in cement

concrete M15 grade block of 450 x 450 x 600mm 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.

MMGSY 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 MMGSY 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.

[30] MMGSY Project Information Board :- Providing and Fixing of typical PMGSY 1.00 No 8934.46

Project Informatory 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. MMGSY 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 MMGSY 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 contractor.

[31] Excavation for foundation upto 1.5 m depth including sorting out and stacking of 35.00 Cum 241.79

useful materials and disposing off the excavated stuff upto 50 Meter lead.(B)

Dense or Hard soil

Rate (Exclusive

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

Quantity Unit GST) Amount

No. specifications)

[32] Supplying and fixing reinforced concrete heavy duty non pres-sure pipes with 15.00 Rmt 3446.50

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 /

[33] Providing and filling in foundation with ordinary cement concrete M- 150 mix 42.00 Cum 3615.61

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

[34] Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, 105.00 Kg 76.21

binding and placing in position complete upto floor two level

[35] Provinding and filling sand below R.C.C. raft in layers including ramming and 15.00 Cum 458.14

watering complete.

Fourty Nine Lakh Fifty Seven Thousand Thirty Eight Rupees and Sixty Nine 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