SCSP - MMGSY 2026 - 2027. PTN : 10, RESURFACING OF KHALI RAMNAGAR KANESARA LINDI ROAD. IN SIDDHPUR TALUKA, DIST-PATAN.

SCSP - MMGSY 2026 - 2027. PTN : 10, Resurfacing of Khali Ramnagar Kanesara Lindi Road. In

Siddhpur Taluka, Dist-Patan.

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 1.16 Hec 28523.77 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 Three

mechanical means in area of light jungle and Paise

2 Box cutting the road surface to proper slope and 250.00 Cum. 114.44 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 Four

3 Earthwork for embankment including breaking clods, 1203.50 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 1203.50 Cum. 23.41 Rupees Twenty

Roller including filling in depressions which occur Three and Paise

during the process. Forty One Only

5 Provdining and laying W.B.M of B.T.M.C metal of size 45 336.00 Cum. 1637.48 Rupees One

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

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

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

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

6 Providing and laying bituminous grout base course 37.5 995.00 MT 3081.08 Rupees Three

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

4 Kg./ 10 Sq.Mt. on WBM surface using B.T. stone One and Paise

aggregates as per required gradation with the asphalt of Eight Only

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

7 providing and laying 37.50 mm thick compacted 995.00 MT 4015.37 Rupees Four

bituminous macadam using stone chips 0.66 Cum per Thousand

M.T. mix. As gradation and using asphalt grade VG 30 for Fifteen and Paise

tack coat for 2.50 kg/10smt on BT surface and mixing 34 Thirty Seven

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

8 Providing and laying bituminous seal coat using stone 439.00 MT 4602.48 Rupees Four

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

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

including heating asphalt and aggregate by continous and Paise Forty

batching Drum mix plant & transporting the mix material 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.

9 Providing hard side shoulder of 100 mm thick for 397.00 Cum. 839.26 Rupees Eight

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

including watering and rolling and consolidation of sub Nine and Paise

grade in layers at OMC to required dry density including Twenty 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.}

10 Scarifying graveled macadam or bitumen macadam 4620.00 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

11 Providing & laying CC 1:4:8 , (1 cement:4 Coarse sand:8 100.00 Cmt 2749.06 Rupees Two

machine crushed stone aggregate 40mm nominalsize) Thousand Seven

and curing complate in Foundation & Plinth. Hundred Forty

12 Providing TMT Bar FE 500D reinforcement for R.C.C. 4775.00 MT 77.29 Rupees Seventy

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

complete upto floor two level Twenty Nine

13 Providing and casting in situ ordinary cement concrete 191.00 Cmt 4697.60 Rupees Four

M-250 for average 200 mm thick wearing coat laid as Thousand Six

directed including tamping ,vibrating, finishing, curing Hundred Ninety

and filling in joints with bitumen complete with Seven and Paise

Compaction and finishing of cement concrete road by Sixty Only

trimix process providing extra labour charges for the

trimix vacum dewatering service process on cement

concrete road surface by using vacum dewatering pump

floater surface vibrator including making groves and

rough finish to surface as per in including levelling the

complet ( Rate Analysis)

14 Providing and fixing Hectometer as per I.R.C. type 9.00 No 116.08 Rupees One

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

Fixing in Earth and Paise Eight

15 Providing and fixing ordinary Kilometer stone of precast 3.00 No 1290.57 Rupees One

C.C. 1:2:4 including necessary reinforcement as per Thousand Two

I.R.C. type design in C.C. 1:4:8 including letter and Hundred Ninety

paints etc. complete (For N.H., S.H. and M.D.R.) and Paise Fifty

16 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.

17 Providing and fixing Logo Board of Project diamond size 1.00 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.

18 Direction sign (Junction board):-Providing and fixing sing 3.00 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

19 STOP Sign :-Providing and fixing sing boards made out of 2.00 No 6704.36 Rupees Six

4mm ACP (Aluminium Composite Panel); size 90 cms. Thousand Seven

Octagonal as per design of IRC-67-2012. Pre treated Hundred Four

with phospheting process & acid etching; coated with and Paise Thirty

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

epoxy paint ; reflectorised with High Intensity Prismatic

Grade retro refiective sheeting of Type-4 as per ASTM D-

4956 and latest MORD 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

x 3mm; 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

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

20 Village name/ Bump Ahed sign :-Providing and fixing sing 2.00 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)...

21 Hazard Marker Sign :-Providing and fixing sing boards 6.00 No 2423.74 Rupees Two

made out of 2mm aluminium sheet; size 90 x 30cms. Thousand Four

rectangle as as per the design/drawing attached (IRC) Hundred Twenty

pretreated with phospheting process & acid etching; Three and Paise

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

best quality epoxy paint; reflectorised with retro Only

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 & 50 x 50 x

5mm painted with best quality epoxy coatings The fixing

at site shall be in 1:2:4 CC block of size 45x45x 60cms.

for each leg. including excavation curing etc. complete

under the supervision of engineer in charge.(A) Engineer

22 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

23 Regulatory/Mandatory signs :Providing and fixing sing 8.00 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-

24 Road Marking with Hot Applied Thermoplastic Paints 715.00 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.

25 Cat Eye / Road Stud / RPM: Supplying Raised Pavement 794.00 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

Rupees One Crore Twenty Five Lakhs Seventy Thousand Nine Hundred Thirty Eight and Paise Nineteen 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.