Resurfacing and Strengthening of Various Road under MMGSY (SCSP) in Kalol Taluka Pkg. No. 2025-26/38

Name Of Work :- Resurfacing and Strengthening of Various Road under MMGSY (SCSP) in Kalol Taluka Pkg. No. 2025-

Taluka :Kalol District : Panchmahal

1 Resurfacing and Strengthening of Kanod Mokal Sansoli Road (MDR) Km. 0/000 to 5/070 Ta.:- Kalol

2 Resurfacing and Strengthening of Vejalpur Kanod Road (ODR) Km. 0/000 to 5/800 Ta.:- Kalol

3 Resurfacing and Strengthening of Bhadroli Khurd to Kanod Road (ODR) Km. 0/000 to 3/490 Ta.:- Kalol

Bill of Quantities

Item of work Quantities Rate in Amount

Estimated Unit Figures in

1 Clearing and grubbing of road length including up rooting wild vegetation, grass, 5.39 Hectar 28393.04

bush shurbs, saplings and trees of girth up to 300 mm removal of stumps, of such e

trees cut earlier and disposal of unserviceable material and stacking of serviceable

material (area of light density) by mechanical means in area of light jungle

2 Scarifying & removing bitumen macadam surface including Completely 3438.00 Sq.mt 39.62

removing out the entire existing bituminous surface, stacking useful materials on

road side and disposing off remaining stuff. complete. as per instruction in Charge

3 Providing, laying and Spreading Granular sub-base (Grade-I) by providing close 49.00 Cum 1043.37

graded MCBT. material in single layer with motor graderon prepared surface,

mixing by mix in place method with rotovator at OMC and compacted

withvibratory roller 80 to 110 KN static weight to achieve desire density etc

4 Providing and laying compacted WBM of Grading-I MCBT metal of size 63 mm 25.00 Cum 1356.55

to 45 mm in required layers including using 16% stone screening 13.2 mm size

and 8% stone dust as filler including spreading watering & consolidation by

vibratory roller etc. as per MoRTH Specification compelete as directed by

Engineer - in - Charge.

5 Providing and laying compacted WBM of Grading-II MCBT metal of size 53 to 2913.00 Cum 1441.09

22.4 mm in required layers including using 24% stone screening 11.2 mm size

and 8% stone dust as filler including spreading watering & consolidation by

vibratory roller etc. as per MoRTH Specification compelete as directed by

Engineer - in - Charge.

6 Providing and laying 100 mm Compacted of Specified quarry Spall in side 2007.00 Cum 775.51

shoulder including carraige of material and spreading on prepared base including

compacting as per MOST Specification etc... complete.

7 Earthwork in cutting in all sorts of soil and soft murrum including conveying and 3181.00 Cum 127.74

putting the stuff in spoil bank maintaining minimum distance of five meter

between top edge and cutting and toe of spoil bank.

8 Earthwork for embankment including breaking clods, dressing with all lead and 5256.00 Cum 158.61

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.(E) From Borrow area within all

9 Box cutting the road surface to proper slope and camber for making a base for 1155.00 Cum 104.20

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

slope as directed up to 50mt. Lead

10 Rolling & watering of earthwork in layers with power roller including filling in 2228.00 Cum 22.48

depressions which occur during the process.

11 Providing and laying Prime coat with Bitumen emulsion (SS-1) at the rate of 7.50 35169.00 Sq.mt 60.60

Kg / 10 Sq.M. on the prepare bituminous surface etc complete as directed with

all labour and materials

01.Sch B MMGSY Pkg 38 Kalol Page

Item of work Quantities Rate in Amount

Estimated Figures in

12 Providing and laying Tack coat with Bitumen emulsion (RS-1) at the rate of 2.50 144073.00 Sq.mt 12.42

Kg / 10 Sq.M. on the prepare bituminous surface etc complete as directed with

all labour and materials

13 Providing & laying Bituminous grout 37.50 mm thick with asphalt of grade of 5544.00 MT. 2175.79

VG-30 at the rate of1.99% by weight of mix for mixing using B.T.Chips of

required gradation including cleaning and heating asphalt premix materials by hot

mix process in proper gradation and laying with paver finisher and consolidation

by roller of 8 to 10 tonnes including cost of all materials, Asphalt,aggregates,

labour Charges,royalty charges etc.completed as directed. including flushing key

aggregate @0.13 Cum/10 Sq.m.

14 Providing & Laying 37.50mm Compacted thick Bituminous Macadam with B.T. 5944.00 MT. 2538.12

Aggregate as per MORT & H specification & Bitumen Grade VG-30 for mixing

@ 34 Kg. / M.T. i.e. 3.4% of total weight of mix including heating & mixing the

aggregate & asphalt in continuous batching mix plant and spreading the same by

paver finisher & consolidation with vibratory roller including providing all

materials equipments, tools & plants, fire wood, oil, kerosene, labour charges etc.

complete using contractor's own machinery drum mix plant & paver finisher etc.

15 Providing & Laying 20 mm thick mix seal surface using B.T.stone chips as per 3316.00 MT. 3233.53

MORT&H gradation Type - A andSpecification with bitumen grade VG-30 for

mixing at therate of 51.00 kg/M.T. of total weight of mix (i.e. 5.10 % oftotal wt.

of mix) and mixing aggregate and asphalt by drummix plant and spreading the

same by paver finisherincluding rolling and consolidation with static roller

andproviding tools and plant fire wood, oil, kerosene, labourcharges using

contractor own machineries etc.

16 Providing & Casting in situ ordinary cement concrete M-250 mix with Trimix 667.00 Cum 4999.50

C.C Road laid as directed including temping, vibrating, finishing, curing and

filling in joints with bitumen etc as per Engineer Incharge.

17 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including 9.00 Nos. 704.33

necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including

painting,lettering etc. complete (For O.D.R road V.R.)

18 Providing and fixing hectometer as per I.R.C. type design including painting, 109.00 Nos. 356.50

lettering etc. complete. (I)Fixing in C.C. 1:5:10

19 Providing and fixing ordinary Fifth kilometer stone of precast C.C. 1:2:4 1.00 Nos. 1935.15

including necessary reinforcement as per I.R.C. type design in C.C. 1:4:8

including painting,lettering etc. complete (For N.H., S.H. and M.D.R )

20 Providing and fixing guard stone as per I.R.C., type design including white 275.00 Nos. 349.11

washing etc. complete. (I)Fixing in 1:5:

21 Citizen' s information Board- Providing and fixing of typical information board 3.00 Nos. 22562.39

as per instruction. Two MS plates of 1.6 mm thick, of 900 mm x 750mm size

fixed at top & bottom duly welded with MS angles of 25 x 25 x 5 mm thick M.S

plate shall be welded by two vertical M.S flats & four horizontal M.S flates 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 750 mm, below ground level.

Painting New letters & figure of any shade with ready mixed synthetic enample

paint of superior quality in required shade and colour, All sections of framed

posts and steel tube will be painted with primer and two coats of epoxy paints as

per detailed drawing

22 Supply & fixing logo board of MMGSY diamond size (600 X 600mm) 16 gauge 3.00 Nos. 4096.56

& board plate size (900x 250mm) 16 gauge thick M. S plate and 2.40 meter deep

length single angle 75x 75x 6 mm size including fitting and painting lettering with

luminous colour as per drawing etc

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

23 Providing and fixing Junction board of M.S. plates and angles as per standard 5.00 Nos. 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 as per detailed drawing

24 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including 5.00 Nos. 1290.57

necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including

painting,lettering etc. complete (For N.H., S.H. and M.D.R )

25 Road marking with hot applied thermoplastic paints with reflectorising glass 3300.00 Sq.mt 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 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

colour marking should provide liminance coefficinet on cement road shalll 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 for the Retro reflectivity

should be two years.

26 STOP Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet 5.00 Nos. 6704.36

/ 4mm ACP (Aluminum composite Panel); size 90 cms. Octagonal 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 refiectivesheeting of Type-

4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post

of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe 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 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 7 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. (B) Class-B Type-4

Retro Reflective sheeting.

27 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 8.00 Nos. 3540.12

2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 60 cms.

Dia Circle 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

refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x 6mm /

65NB Circular MS Pipe 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 blockof size 45 x

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 & a certified copy of 3 year outdoor

exposure test report from third party test lab for the product offered shall be

submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting.

01.Sch B MMGSY Pkg 38 Kalol Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

28 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium 54.00 Nos. 3711.75

sheet / 3mm ACP (Aluminum composite Panel); size 60x50cm 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 refiectivesheeting of Type-

4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.3 mtr long stand

post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of35x35x3mm; 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 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 & 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) Class-B Type-4 Retro Reflective sheeting

29 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm 24.00 Nos. 3906.19

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

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 High Intensity Prismatic

Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x 6mm /

65NB Circular MS Pipe 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 blockof size 45 x

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 & a certified copy of 3 year outdoor

exposure test report from third party test lab for the product offered shall be

submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting

30 Village Name sign : Providing and fixing sign boards made out of 2mm 9.00 Nos. 6397.43

aluminium sheet / 4mm ACP (Alluminium composite panel) size 90 x 60 cms.

rectangle as per the 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 M.O.R.T.H. specifications,

3.3 mt. long stand post of iron angle 75 x 75 x 6mm / 65NB Circular MS pipe 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 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 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. (B) Class-B

Type-4 Retro Reflective sheeting.

01.Sch B MMGSY Pkg 38 Kalol Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

31 Hazard Marker Sign :-Providing and fixing sign boards madeout of 2.0 mm 28.00 Nos. 3518.69

aluminium sheet / 4 mm ACP (Aluminum composite Panel); size 90x30 cms.

rectangular as per design ofIRC-67-2012. Pre treated with phospheting process &

acidetching; coated with one coat of epoxy primer and two coatsof best quality

epoxy paint ; reflectorised with High IntensityPrismatic Grade retro refiective

sheeting of Type-4 as per ASTMD-4956 and latest M.O.S.T. Specifications;

1.8mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe

asrequired and frame fabricated from suitable size iron angle of35 x 35 x 3mm;

painted with bestquality epoxy coatings inblack and white bends. The details of

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

fixingat site shall be in 1:2:4 CC block of size 45 x 45 x 60 Cms. foreach leg

including excavation, curing etc.complete under thesupervision of engineer in

charge. A warranty for 7 years forthe Retro reflective sheeting from original

manufacturer & acertified copy of 3 year outdoor exposure test report fromthird

party test lab for the product offered shall be submittedby contractor. (B) Class-B

Type-4 Retro Reflective sheeting

32 Cat Eye / Road Stud / RPM: Supplying of Raised Pavement Markers made of 2357.00 Nos. 217.40

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 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 +/- 5 degree. The body of the marker should having finger grip for easy

and accurate placement and application with epoxy / bituminous Adhesive as

recommended by the manufacturer of the marker. The colour of the marker

should be as per the IRC 35-2015 and as directed by Engineer-in-charge.

33 Type - A :- Providing and erecting a "W" metal beam crash barrier comprising of 680.00 Rmt 3354.21

3 mm thick corrugated sheet metal beam rail, 70 cm above road / ground level,

fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 mt. 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

34 Road hump for maintaining and reducing speed and prepare Premix MSS layer 6.00 No. 13374.58

accordance with IRC -35-2015 and IRC -99-2018 or as per dirtected by engineer

in incharge.(Including Thermoplast Marking)

35 Excavation for foundation upto 1.5M. depth including sorting out and stacking of 1875.00 Cum 241.80

useful materials and disposing of the excavated stuff upto 50 meter lead.(B)

Dense or Hard soil.

36 Providing and filling in foundation with ordinary Cement concrete M-100 mix 393.00 Cum 3211.99

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

37 Providing and casting in situ ordinary cement concrete M-150 mix and 2472.00 Cum 3785.48

providing necessary pin headers including shuttering, scaffolding, laying,

vibrating, curing and finishing complete without V-Groves. (A) Height from

38 Providing TMT Bar FE500D reinforcement for R.C.C. work including bending, 24602.00 Kgs. 76.21

binding and placing in position complete upto floor two level

01.Sch B MMGSY Pkg 38 Kalol Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

39 White washing with lime on wall surface (two coats) to give an even shade 773.00 Sq.mt 12.09

including thoroughly booming the surface to remove all dirt, dust; mortar drops

and other foreign matter.

40 Providing and laying weep hole in Aburtments, and returns by using A.C. pipe 850.00 No. 45.82

of 100mm including laying in proper grede and jointing the completed as per

detailed specification.

41 Providing and laying filter Media 600mm thick directed at the back of abutments, 890.00 Sq.mt 1180.34

returns and wing walls as per detailed specifications.

Credit For Diversion

Rupees Seven Crore Fifteen Lakh(s) Sixty Seven Thousand Eight Hundred Ninety Three And Paise

Sixty Seven Only

I / We am / are willing to carryout the work at ………..% above/Below percent (………………………. Percent above/Below)

(Should be written in figure and words) of the estimated rates mentioned above. Amount of my / our tender worked out as

Estimated amount put to tender Rs: ……………. Estimated amount put to tender Rs: …………...

Deduct……% below Rs: …………………………. Add……% above Rs: ………………………….…

(Please strike out which ever 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.

Quantities rate and wordings of items are as per estimate and calculation in the Sch. - B are airthmatically checked.

Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me and found

Sr.Divisional Account Officer Dy.Executive Engineer

Panchayat (R & B) Division Panchyat (R & B) Sub Division

Signaturre of contractor Executive Engineer

with seal Panchayat (R & B) Division

01.Sch B MMGSY Pkg 38 Kalol Page