RESURFACING OF NIDRODA KIMBUA ROAD. IN SIDDHPUR TALUKA, DIST-PATAN. SCSP - MMGSY 2025 - 2026. PTN : 9,

SCSP - MMGSY 2025 - 2026. PTN : 9, Resurfacing of Nidroda Kimbua Road. In Siddhpur Taluka, Dist-

QUANTITY STATEMENT

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

Quantity Unit Rate In Amount

No. reference to book of specifications) In words

1 Clearing and grubbing road land including uprooting 1.63 Hec 28524.91 Rupees Twenty

rank vegetation grass bushes, shrubs, sapling and trees Eight Thousand

girth up to 300 mm removal of stumps of trees cut Five Hundred

earlier and disposal of unserviceable materials (C) By Twenty Four and

mechanical means in area of light jungle Paise Ninety One

2 Box cutting the road surface to proper slope and 192.00 Cum. 114.45 Rupees One

camber for making a base of road work including Hundred

removing the excavated stuff and depositing on the road Fourteen and

side slops as directed upto 50 mts. Lead. Paise Forty Five

3 Earthwork for embankment including breaking clods, 3497.00 0 165.43 Rupees One

dressing with all lead and lift (excluding watering and Hundred Sixty

consolidation)(C) From Borrow area within 1.0 Km.lead. Five and Paise

Forty Three Only

4 Rolling & Watering Of earhwork in Layers With Vibratory 3497.00 Cum. 23.41 Rupees Twenty

Roller including filling in depressions which occur Three and Paise

during the process. Forty One Only

5 Construction of granular sub-base by providing well 169.00 Cum. 1272.86 Rupees One

graded material, (Metal 25.60 mm to 53 mm 35%, B.T. Thousand Two

Kapachi 25.60 mm to 4.75 mm 45% & Coarse sand Hundred Seventy

below 2.38 mm 20% }spreading in uniform layers with Two and Paise

motor grader on prepared surface, mixing by mix in Eighty Six Only

place method with rotavator at OMC, and compacting

with smooth wheel roller to achieve the desired density,

complete as per Technical Specification Clause

6 Provdining and laying W.B.M of B.T.M.C metal of size 45 91.50 Cum. 1927.39 Rupees One

mm to 90 mm size including 0.27 Cu.m. stone screening Thousand Nine

&0.08 Cu.M. stone dust as filler including spreading, Hundred Twenty

watering & consolidation by vibratory roller 80KN to Seven and Paise

100KN static weight. 100 mm thick compected. Thirty Nine Only

7 Provdining and laying W.B.M of B.T.M.C metal of size 45 277.00 Cum. 1753.15 Rupees One

mm to 63 mm size including 0.12Cu.M. Stone Screeing Thousand Seven

&0.08 Cu.M. stonedust as filler including spreading, Hundred Fifty

watering &consolidation by vibratory roller 80 KN to 100 Three and Paise

KN static weight. 75mm thick compected each of two Fifteen Only

8 Providing and laying bituminous grout base course 37.5 1419.00 MT 3169.65 Rupees Three

mm thick using asphalt VG-30 for tack coat at the rate of Thousand One

4 Kg./ 10 Sq.Mt. on WBM surface using B.T. stone Hundred Sixty

aggregates as per required gradation with the asphalt of Nine and Paise

VG-30 grade at the rate of 1.99 % i.e. 19.90 Kg. /M.T. by Sixty Five Only

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

9 providing and laying 37.50 mm thick compacted 1561.00 MT 4401.58 Rupees Four

bituminous macadam using stone chips 0.66 Cum per Thousand Four

M.T. mix. As gradation and using asphalt grade VG 30 for Hundred One

tack coat for 2.50 kg/10smt on BT surface and mixing 34 and Paise Fifty

Kg M.T. (L.e. 3.40 % of mix ) including heating the Eight Only

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 100 KN static weight including the cost

of labour oil lubricants etc using contractor's own

machineries and plants

10 Providing and laying bituminous seal coat using stone 598.00 MT 4972.68 Rupees Four

chips 6mm size 0.24 Cmt/10 Smt .i.e.0.66Cmt Thousand Nine

aggregate with bitumen Grade VG-30 4.50 % of weight Hundred Seventy

including heating asphalt and aggregate by continous Two and Paise

batching Drum mix plant & transporting the mix material Sixty Eight Only

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.

11 Providing hard side shoulder of 100 mm thick for 490.20 Cum. 948.66 Rupees Nine

embankment using quarry spall with all lead and lift and Hundred Forty

including watering and rolling and consolidation of sub Eight and Paise

grade in layers at OMC to required dry density including Sixty Six Only

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.}

12 Scarifying graveled macadam or bitumen macadam 938.00 Sqm. 43.58 Rupees Forty

surface 6 cms. to 10 cms. depth i.c. stacking useful Three and Paise

materials on road side and disposing of remaining stuff. Fifty Eight Only

13 Demolition including stacking of serviceable materilas 119.00 Cum. 1133.89 Rupees One

and disposal of unserviceable materials with all lead Thousand One

and lift. (i) R.C.C. work Hundred Thirty

Three and Paise

Eighty Nine Only

14 Excavation for foundation upto 1.5 m depth including 114.00 Cmt 128.79 Rupees One

sorting out and stacking of useful material and disposing Hundred Twenty

off the excavated stuff upto 50 m lead(A) Loose or soft Eight and Paise

soil Seventy Nine

15 Providing & laying CC 1:4:8 , (1 cement:4 Coarse sand:8 12.00 Cmt 2749.06 Rupees Two

machine crushed stone aggregate 40mm nominalsize) Thousand Seven

and curing complate in Foundation & Plinth. Hundred Forty

16 Providing & filling in foundation with ordinary cement 12.00 Cmt 3147.49 Rupees Three

concrete M 100 mix and providing necessary vertical pin Thousand One

headers including formwork vibrating ramming & curing Hundred Forty

complete Seven and Paise

Forty Nine Only

17 Providing and casting in situ ordinary cement concrete 144.00 Cmt 3429.48 Rupees Three

M-150 mix and providing necessary pin headers Thousand Four

including shuttering, scaffolding, laying vibrating curing Hundred Twenty

and finishing complete without V Grooves. (A) Height Nine and Paise

from 0.0 to 5.00 mt Forty Eight Only

18 Providing and casting in situ ordinary cement concrete 23.00 Cmt 5020.08 Rupees Five

concrete M-25 for approach slab including formwork Thousand

curing and finishing complete. Twenty and

Paise Eight Only

19 Providing and casting in situ ordinary cement concrete 9.00 Cmt 5320.51 Rupees Five

M-300 for average 75 mm thick wearing coat laid as Thousand Three

directed including tamping ,vibrating, finishing, curing Hundred Twenty

and filling in joints with bitumen complete. and Paise Fifty

20 Providing TMT Bar FE 500D reinforcement for R.C.C. 1587.00 MT 77.29 Rupees Seventy

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

complete upto floor two level Twenty Nine

21 Providing & laying weep hole in Aburtments, and returns 40.00 No. 146.03 Rupees One

by using PVC 6 Kgf/Sqcm. Pipe of 110mm dia. including Hundred Forty

laying in proper grade and jointing the completed as per Six and Paise

detailed specification. Three Only

22 Providing diversion for new construction of causeway or 50.00 Rmt 3435.01 Rupees Three

Structure by providing necessary earthwork,GSB Thousand Four

200mm,WBM 150mm bedding RCC Pipe 900mm dia Hundred Thirty

and including maintaining while work and removing after Five and Paise

complition of work as per instruction by engineer of One Only

23 Providing and fixing Hectometer as per I.R.C. type 17.00 No 116.08 Rupees One

design including painting, lettering etc. complete.(i) Hundred Sixteen

Fixing in Earth and Paise Eight

24 Providing and fixing ordinary Kilometer stone of precast 5.00 No 704.33 Rupees Seven

C.C. 1:2:4 including necessary reinforcement as per Hundred Four

I.R.C. type design in C.C. 1:4:8 including letter and and Paise Thirty

paints etc. complete (for O.D. Road V.R.) Three Only

25 Citizen's Information Board - Providing and fixing of 1.00 No 9855.58 Rupees Nine

typical Project information board as per instruction. Two Thousand Eight

ACP Sheets of 3 mm thick, of 900 mm x 750 mm size Hundred Fifty

fixed at top & bottom duly rivetted with MS angles of 25 x Five and Paise

25 x 5 mm thick M.S. angles shall be welded by two Fifty Eight Only

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 60 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

(10.16). (A) Class-B High intensity Grade Retro

Reflective sheeting.

26 Providing and fixing Logo Board of Project diamond size 2.00 No 2393.70 Rupees Two

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

mm) 16 guage thick M.S. Plate and 2.40 meter deep Hundred Ninety

length single angle 75 x 75 x 6 mm size including fitting Three and Paise

in CC Block CC 1:2:4, 30 x 30 x 85 Cm including Seventy Only

necessary excavation, painting, lettering with luminious

colour as per drawing etc.

27 Direction sign (Junction board):-Providing and fixing sing 2.00 No 14831.71 Rupees Fourteen

boards made out of 2mm aluminium sheet; size 244 x Thousand Eight

122cms. rectangle as as per the design of IRC-67-1977 Hundred Thirty

pre treated with phospheting process & acid etching; One and Paise

coated with one coat of epoxy primer and two coats of Seventy One

best quality epoxy paint; reflectorised with retro Only

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 50 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

28 Village name/ Bump Ahed sign :-Providing and fixing sing 6.00 No 5045.36 Rupees Five

boards made out of 2mm aluminium sheet; size 90 x Thousand Forty

60cms. rectangle as as per the design of IRC-67-1977 Five and Paise

pre treated with phospheting process & acid etching; Thirty Six Only

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 50 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)...

29 Chevron Sign :-Providing and fixing sing boards made 40.00 No 3711.75 Rupees Three

out of 3mm ACP (Aluminium Composite Panel); size Thousand Seven

60x45 cm rectangular as per design of IRC-67-2012. Pre Hundred Eleven

treated with phospheting process & acid etching; coated and Paise

with one coat of epoxy primer and two coats of best Seventy Five

quality epoxy paint ; reflectorised with High Intensity Only

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

30 Project Information Board: Providing and fixing of 1.00 No 11832.15 Rupees Eleven

typical Project informatory sign boardwith Logo as per Thousand Eight

1700 of MORD specifications and drawing. The board Hundred Thirty

will be a composite unit consisting ofThree Plates ACM Two and Paise

(Aluminum Composite Material), material specificaitons Fifteen Only

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

31 Regulatory/Mandatory signs :Providing and fixing sing 4.00 No 3439.81 Rupees Three

boards made out of 2mm aluminium sheet; size 60cms. Thousand Four

diameter circle as per the design of IRC-67-1977 pre Hundred Thirty

treated with phospheting process & acid eteching; Nine and Paise

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

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-26094A, SOR 24-

32 Road Marking with Hot Applied Thermoplastic Paints 902.00 Sqm. 367.72 Rupees Three

with reflectorising glass beads on bitumin surface. Hundred Sixty

Providing and laying a hot applied thermoplastic Seven and Paise

compound 2.5 mm. thick including reflectorising glass Seventy Two

beads @ 250 gms per sqm. area, Thickness of 2.5 mm is Only

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.

33 Cat Eye / Road Stud / RPM: Supplying Raised Pavement 1048.00 No 217.40 Rupees Two

Markers made of polycarbonate and ABS moulded body Hundred

and reflective panels with Micro prismatic lens (No Seventeen and

Glass bead lens) capable of providing total internal Paise Forty Only

reflection of the light entering the lens face and shall

support a load of 13635 kgs. tested in accordance to

34 Metal Beam Crash Barrier 140.00 Rmt 7321.54 Rupees Seven

Type - A, "W" : Metal Beam Crash Barrier (Providing and Thousand Three

erecting a "W" metal beam crash barrier comprising of 3 Hundred Twenty

mm thick corrugated sheet metal beam rail, 70 cm One and Paise

above road/ground level, fixed on ISMC series channel Fifty Four Only

vertical post, 150 x 75 x 5 mm spaced 2 m centre to

centre, 1.8 m high, 1.1 m below ground/road level, all

steel parts and fitments to be galvanised by hot dip

process, all fittings to conform to IS:1367 and IS:1364,

metal beam rail to be fixed on the vertical post with a

spacer of channel section 150 x 75 x 5 mm, 330 mm

long complete as per clause 810)

Rupees One Crore Ninety Four Lakhs Seventy Thousand Five Hundred Ninety Four and Paise Thirty Five 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 tender.