RESURFACING OF MUDVADA RABARIPURA ROAD. IN SIDHHPUR TALUKA, DIST-PATAN.OWR - MMGSY 2026 - 2027. PTN : 12,

OWR - MMGSY 2026 - 2027. PTN : 12, Resurfacing of Mudvada Rabaripura Road. In Sidhhpur Taluka,

BILL OF QUANTITIES

QUANTITY STATEMENT

It. Description of Item (with brief specification and reference rate

Quantity Unit Amount

No. to book of specifications) Rate In figures

1 Clearing and grubbing road land including uprooting rank 0.60 Hec 28455.09

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

mm removal of stumps of trees cut earlier and disposal of

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

2 Earthwork for embankment including breaking clods, dressing with 750.00 Cum. 165.43

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

Borrow area within 1.0 Km.lead.

3 Rolling & Watering Of earhwork in Layers With Vibratory Roller 750.00 Cum. 23.41

including filling in depressions which occur during the process.

4 Construction of granular sub-base by providing well graded 61.00 Cum. 1207.50

material, (Metal 25.60 mm to 53 mm 35%, B.T. Kapachi 25.60 mm

to 4.75 mm 45% & Coarse sand below 2.38 mm 20% }spreading in

uniform layers with motor grader on prepared surface, mixing by

mix in place method with rotavator at OMC, and compacting with

smooth wheel roller to achieve the desired density, complete as

per Technical Specification Clause 401. Grading I

5 Provdining and laying W.B.M of B.T.M.C metal of size 45 mm to 90 37.00 Cum. 1799.97

mm size including 0.27 Cu.m. stone screening &0.08 Cu.M. stone

dust as filler including spreading, watering & consolidation by

vibratory roller 80KN to 100KN static weight. 100 mm thick

6 Provdining and laying W.B.M of B.T.M.C metal of size 45 mm to 63 220.00 Cum. 1637.01

mm size including 0.12Cu.M. Stone Screeing &0.08 Cu.M.

stonedust as filler including spreading, watering &consolidation by

vibratory roller 80 KN to 100 KN static weight. 75mm thick

compected each of two layer.

7 Providing and laying bituminous grout base course 37.5 mm thick 536.00 MT 2756.37

using asphalt VG-30 for tack coat at the rate of 4 Kg./ 10 Sq.Mt. on

WBM surface using B.T. stone aggregates as per required gradation

with the asphalt of VG-30 grade at the rate of 1.99 % i.e. 19.90 Kg.

/M.T. by weight by mix including heating and mixing in drum mix

plant, transporting the mix spreading the same by paver finisher

and consolidation by vibratory roller including cost of all materials,

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

plant etc. complete

8 providing and laying 37.50 mm thick compacted bituminous 513.00 MT 3771.76

macadam using stone chips 0.66 Cum per M.T. mix. As gradation

and using asphalt grade VG 30 for tack coat for 2.50 kg/10smt on

BT surface and mixing 34 Kg M.T. (L.e. 3.40 % of mix ) including

heating the asphalt and aggregate by continuous batching drum

mix plant transporting mixed material and spreading the same by

paver finisher and consolidation by vibretory roller of 80 KN to

KN static weight including the cost of labour oil lubricants etc using

contractor's own machineries and plants

9 Providing and laying bituminous seal coat using stone chips 6mm 226.00 MT 4236.71

size 0.24 Cmt/10 Smt .i.e.0.66Cmt aggregate with bitumen Grade

VG-30 4.50 % of weight including heating asphalt and aggregate by

continous batching Drum mix plant & transporting the mix material

spreading the same by paver finishers & consolidation with

vibratory roller 80/100 KN statics wt. incl providing tools plants

firewood oil,kerosene labour charges etc. comp. {RA}

10 Providing hard side shoulder of 100 mm thick for embankment 180.00 Cum. 873.45

using quarry spall with all lead and lift and including watering and

rolling and consolidation of sub grade in layers at OMC to required

dry density including filling depression which occur during the

process using vibratory roller of 80 KN to 100 KN (selected quarry

spall having CBR value not less than 30.0{As per R.A.}

11 Scarifying graveled macadam or bitumen macadam surface 6 cms. 1125.00 Sqm. 43.58

to 10 cms. depth i.c. stacking useful materials on road side and

disposing of remaining stuff.

12 Excavation for foundation upto 1.5 m depth including sorting out 208.00 Cmt 128.79

and stacking of useful material and disposing off the excavated

stuff upto 50 m lead(A) Loose or soft soil

13 Providing & laying CC 1:4:8 , (1 cement:4 Coarse sand:8 machine 39.00 Cmt 2749.06

crushed stone aggregate 40mm nominalsize) and curing complate

in Foundation & Plinth.

14 Providing and casting in situ ordinary cement concrete M-150 mix 198.90 Cmt 3723.54

and providing necessary pin headers including shuttering,

scaffolding, laying vibrating curing and finishing complete without

V Grooves. (A) Height from 0.0 to 5.00 mt

15 Supplying and fixing reinforced concrete heavy duty non pressure 75.00 Rmt 659.99

pipe with collars for culverts carrying heavy traffic as per IS 458-

1991 specification including setting and joining the pipes in C.M.

1:2 watering and laying ( to level or slope) of I.S.Class NP 3 of

16 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 636.48 MT 77.29

bending, binding and placing in position complete upto floor two

17 Providing & laying weep hole in Aburtments, and returns by using 68.00 No. 146.03

PVC 6 Kgf/Sqcm. Pipe of 110mm dia. including laying in proper

grade and jointing the completed as per detailed specification.

18 Providing and fixing Hectometer as per I.R.C. type design including 4.00 No 116.08

painting, lettering etc. complete.(i) Fixing in Earth

19 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 2.00 No 704.33

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

1:4:8 including letter and paints etc. complete (for O.D. Road V.R.)

20 Citizen's Information Board - Providing and fixing of typical Project 1.00 No 9855.58

information board as per instruction. Two ACP Sheets of 3 mm

thick, of 900 mm x 750 mm size fixed at top & bottom duly rivetted

with MS angles of 25 x 25 x 5 mm thick M.S. angles shall be welded

by two vertical 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

x 60 x 75 Cm, below ground level. The letters & figure of any shade

reflectorised with High Inensity Prismatic Grade Retro Reflective

Sheeting of Type-4 as per ASTM D-4956 and latest MORTH

specifications; All section 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.

21 Providing and fixing Logo Board of Project diamond size (600 x 1.00 No 2393.70

600mm) 16 gauge & board plate size (900 x 250 mm) 16 guage

thick M.S. Plate and 2.40 meter deep length single angle 75 x 75 x

mm size including fitting in CC Block CC 1:2:4, 30 x 30 x 85 Cm

including necessary excavation, painting, lettering with luminious

colour as per drawing etc.

22 Direction sign (Junction board):-Providing and fixing sing boards 1.00 No 14831.71

made out of 2mm aluminium sheet; size 244 x 122cms. rectangle

as as per the design of IRC-67-1977 pre treated with phospheting

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

two coats of best quality epoxy paint; reflectorised with retro

refiective sheeting as per latest M.O.S.T. Specifications; Letters

and numerals should be as per IRC-30-1968, 3.1m long (2 nos)

stand post and frame fabricated from suitable size iron angle of

x 50 x 5mm 75x75x6mm as required; painted with best quality

epoxy coatings in black and white bends. the details of symbol or

inscription / numerals for each board shall be as per the

instruction of engineer in charge. The fixing at site shall be in 1:2:4

CC block of size 45 x 45 x 60cms. for each leg. including excavation

curing etc. complete under the supervision of engineer in

charge.(A) Engineer Grade(VR)...

23 Village name/ Bump Ahed sign :-Providing and fixing sing boards 5.00 No 5045.36

made out of 2mm aluminium sheet; size 90 x 60cms. rectangle as

as per the design of IRC-67-1977 pre treated with phospheting

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

two coats of best quality epoxy paint; reflectorised with retro

refiective sheeting as per latest M.O.S.T. Specifications; Letters

and numerals should be as per IRC-30-1968, 3.1m long (2 nos)

stand post and frame fabricated from suitable size iron angle of

x 50 x 5mm painted with best quality epoxy coatings in black and

white bends. the details of symbol or inscription / numerals for

each board shall be as per the instruction of engineer in charge.

The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms.

for each leg. including excavation curing etc. complete under the

supervision of engineer in charge.(A) Engineer Grade(VR)...

24 Chevron Sign :-Providing and fixing sing boards made out of 3mm 25.00 No 3711.75

ACP (Aluminium Composite Panel); size 60x45 cm rectangular as

per design of IRC-67-2012. Pre treated with phospheting process &

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

of best quality epoxy paint ; reflectorised with High Intensity

Prismatic Grade retro reflective sheeting of Type-4 as per ASTM D-

4956 and latest MOST Specifications; 3.1mtr long stand post of

Iron Angle 75 x 75 x 6 mm as required and frame fabricated from

suitable size iron angle of 35 x 35 x 3mm; painted with best quality

epoxy coatings in black and white bends. The details of symbol or

inscription / numerals for each board shall be as per the instruction

of engineer in charge. The fixing at site shall be in 1:2:4 CC block of

size 45 x 45 x 60 Cms. for each leg including excavation, curing

etc.complete under the supervision of engineer in charge. A

warranty for 7 years for the Retro reflective sheeting from original

manufacturer shall be submitted by contractor. (A) Class-B High

Intensity Grade Retro Reflective Sheeting

25 Project Information Board: Providing and fixing of typical Project 1.00 No 11832.15

informatory sign boardwith Logo as per 1700 of MORD

specifications and drawing. The board will be a composite unit

consisting ofThree Plates ACM (Aluminum Composite Material),

material specificaitons as per clause 17001.3. The topmost plate

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

with MS angle iron frame of25mmx25mmx5mm size on back on

edges. The middle 4mm ACM plate of will be 1200x150mm size

rivetedwith MS angle iron frame of 25mmx25mmx5mm size on

back on edges. The main 4mm ACM lower mostplate will be

1500mmx600mm size, riveted with MS angle iron frame of

25mmx25mmx5mm size. Riveting ofall the sheets over angle and

flat iron frame will be done neatly to have plain surface on one

side. The angleiron frame of lower most plate and flat iron frame of

the middle plate will be welded to two nos 75mmx75mm (12 SWG)

sheet tubes posts placed at 1125mm apart centre to centre. the

top of the middle platewill be flushed with the top of 75mm dia

medium steel tube posts and these posts will be embeded in

cementconcrete M15 grade block of 450x450x600mm below

ground level. The height of the bottom of the lowerplate will be

1200mm from normal ground level and the bottom of the middle

plate will be 100mm above thetop level of the lower most plate. the

diamond shaped plate mounted over flat angle iron frame will

beconnected to middle plate by square steel section of

47mmx47mm, thickness 12SWG having a spacing of100mm

between the diamond shaped plate and middle plate and this

square section will be riveted to thebottom point of the diamond

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

madeup of Retro Reflective sheeting of Type-1 AEGP Class-A grade

26 Regulatory/Mandatory signs :Providing and fixing sing boards made 4.00 No 3439.81

out of 2mm aluminium sheet; size 60cms. diameter circle as per

the design of IRC-67-1977 pre treated with phospheting process &

acid eteching; coated with one coat of epoxy primer and two coats

of best quality epoxy paint; reflectorised with retro refiective

sheeting as per latest M.O.S.T. Specifications; 3.1m long stand

post and frame fabricated from suitable size iron angle of 35 x 35 x

3mm 75x75x6mm as required; painted with best quality epoxy

coatings in black and white bends. the details of symbol for each

board shall be as per the instruction of engineer in charge. The

fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for

each leg. including excavation curing etc. complete under the

supervision of engineer in charge.(A) Engineer Grade(VR)...INo-

27 Road Marking with Hot Applied Thermoplastic Paints with 330.00 Sqm. 367.72

reflectorising glass beads on bitumin surface. Providing and laying

a hot applied thermoplastic compound 2.5 mm. thick including

reflectorising glass beads @ 250 gms per sqm. area, Thickness of

2.5 mm is exclusive of surface applied glass beads 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 liminanance

coefficient on cement road shall be min. 130 mcd/m2/lux and

Asphalt road shall be min 100 mcd/m2/lux during the service life

during the day time. The marking should meet the performance

criteria for night time reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of IRC 35-2015.

warranty of reflectorising for 3 (three) years.

28 Cat Eye / Road Stud / RPM: Supplying Raised Pavement Markers 383.00 No 217.40

made of polycarbonate and ABS moulded body and reflective

panels with Micro prismatic lens (No Glass bead 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

29 Providing and erecting a"W" Metal Beam Crash Barrier Comprising 120.00 Rmt 7321.53

3 mm Thick Corrugated Sheet Metal Beam Rail, 70 Cm Above Road

/Ground Level , Fixed on ISMC Series Channel Vertical Post

150x75x5 mm Spaced 2 m Centre to centre 1.8 mt Hight ,1.1 m

Below Ground / Road Level , all Steel parts and Fitment to be

Galvenized by hot dip process , all fittings to be conform to IS:

1364, Metal Beam rail to be fixed on the Vertical Post with a spacer

of channel section 150x75x5 mm long Complete as per Clause810

Rupees Seventy Four Lakhs Seventy Four Thousand One Hundred Seventy One and Paise Seventy 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 Rs............... Estimated amount put to tender Rs...............

Signature of Contractor

Deputy Executive Engineer Executive Engineer

Panchayat R & B Sub Division Panchayat R & B Division

Notes 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.

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

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

Note 4 - In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement

Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the

cost of difference of cement consumption have been deducted from the rate of original item at the rate of input rate mentioned in all the