SCSP - MMGSY 2026 - 2027. PTN : 11, RESURFACING OF (1) Dindrol Ambikanagar Road., (2) Khadiyasan Rasulpur Kakoshi Road IN SIDHHPUR TALUKA, DIST-PATAN.

SCSP - MMGSY 2026 - 2027. PTN : 11, Resurfacing of Various Road In Sidhhpur Taluka, Dist-

BILL OF QUANTITIES

QUANTITY STATEMENT

It. Description of Item (with brief specification and rate

Quantity Unit Rate In Amount

No. reference to book of specifications)

1 Clearing and grubbing road land including uprooting rank 1.08 Hec 28560.74

vegetation grass 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

2 Earthwork for embankment including breaking clods, dressing 1498.00 0 165.43

with 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 1498.00 Cum. 23.41

including filling in depressions which occur during the

4 Construction of granular sub-base by providing well graded 142.00 Cum. 1176.48

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

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

(Rate Analysis)

5 Provdining and laying W.B.M of B.T.M.C metal of size 45 mm to 86.00 Cum. 1753.50

90 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 compected.

6 Provdining and laying W.B.M of B.T.M.C metal of size 45 mm to 204.00 Cum. 1577.18

63 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 987.00 MT 2736.01

thick using asphalt VG-30 for tack coat at the rate of 4 Kg./

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 945.00 MT 3751.56

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

gradation and using asphalt grade VG 30 for tack coat for

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 100 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 417.00 MT 4216.71

6mm 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 325.20 Cum. 841.35

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

11 Scarifying graveled macadam or bitumen macadam surface 6 563.00 Sqm. 43.58

cms. 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 294.00 Cmt 128.79

out 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 64.00 Cmt 2749.06

machine crushed stone aggregate 40mm nominalsize) and

curing complate in Foundation & Plinth.

14 Providing and casting in situ ordinary cement concrete M-150 248.63 Cmt 3723.46

mix 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 135.00 Rmt 659.99

pressure 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 300 mm diameters

16 Providing TMT Bar FE 500D reinforcement for R.C.C. work 795.60 MT 77.29

including bending, binding and placing in position complete

upto floor two level

17 Providing And Laying weep hole in Abutment and returns By 85.00 No. 146.03

using PVC pipe of 110 mm dia Including Laying in proper grade

and jointing the Completed as per Detiled Specification

18 Providing and fixing Hectometer as per I.R.C. type design 9.00 No 116.08

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

19 Providing and fixing ordinary Kilometer stone of precast C.C. 4.00 No 704.33

1:2:4 including necessary reinforcement as per I.R.C. type

design in C.C. 1:4:8 including letter and paints etc. complete

(For N.H., S.H. and M.D.R.)

20 Citizen's Information Board - Providing and fixing of typical 2.00 No 9855.58

Project 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

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 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 2.00 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 6 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 2.00 No 14831.71

boards 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 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 Grade(VR)...

23 Village name/ Bump Ahed sign :-Providing and fixing sing 4.00 No 5045.36

boards 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 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)...

24 Chevron Sign :-Providing and fixing sing boards made out of 60.00 No 3711.75

3mm 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 2.00 No 11832.15

Project 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

26 Regulatory/Mandatory signs :Providing and fixing sing boards 8.00 No 3439.81

made 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-26094A, SOR 24-25, P.NO.204)

27 Road Marking with Hot Applied Thermoplastic Paints with 597.00 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 693.00 No 217.40

Markers 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

29 Providing and erecting a"W" Metal Beam Crash Barrier 150.00 Rmt 7321.53

Comprising 3 mm Thick Corrugated Sheet Metal Beam Rail,

Cm Above Road /Ground Level , Fixed on ISMC Series Channel

Vertical Post 150x75x5 mm Spaced 2 m Centre to centre

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 (RA)

Rupees One Crore Twenty Three Lakhs Seventy Eight Thousand Five Hundred Ninety One and Paise Thirty Six 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.