MMGSY

Name of Work :- Widening of Various Road Under MMGSY (Normal) in Borsad Taluka Dist. :- Anand Pkg. No.

AND/MMGSY/NORMAL/WD/2025-26/03

Taluka :Borsad District : Anand

1 Widening of Vachhiyel Approach Road Joining Bhadaran Sisava Road (VRNP) Km. 0/000 to 1/400 Ta.:- Borsad Dist.:-

2 Widening of Bhadaraniya Sangdev Road (VR) Km. 0/000 to 1/400 Ta.:- Borsad Dist.:-Anand

Bill of Quantities

Item of work Quantities Rate in Amount

Estimated Unit Figures in

1 Clearing and grubbing road land including uprooting rank vegetation grass 1.12 Ha. 28455.10

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 light jungle

2 Providing and laying 100mm thick Granular sub base in required layer by 708.00 Cum 1384.11

providing coarse graded materials Grading-II using B.T. M.C. Metal 53.00mm to

26.5mm @ 35%, aggregate 26.50 to 4.75mm @ 45% and Stone dust @ 20% as

per Table 400-2 of MORT&H gradation including conveying the materials at

site of work, mixing & spreading in to grade and camber, watering &

consolidating at OMC with vibratory roller including the cost of material,

labours etc. complete.

3 Providing and laying 150 mm thick in 2- Layer (75+75mm) Compacted WBM ( 1163.00 Cum 1819.07

Using loose volume, MCBT metal size 45 to 63 mm size) (1.21 Cmt.B.T. Grit

11.2 mm size 0.12 cmt, Stone dust 0.06 Cmt per Total 1 Cmt of Compacted

volume) including spreading in uniform thickness,hand packing, rolling with

vibratory roller 80 -100 kN static wt. to proper grade and camber, applying and

brooming, stone screening/ binding materials to fill-up the interstices of course

aggregate watering and compacting etc. complete as per Specification.

4 Providing and laying 100 mm thick Compacted WBM (Using loose volume, 652.00 Cum 1929.97

MCBT metal size 45 to 90 mm size) (1.21 Cmt.B.T. Grit 11.2 mm size 0.18 cmt,

Stone dust 0.09 Cmt per Total 1 Cmt of Compacted volume) including spreading

in uniform thickness, hand packing, rolling with vibratory roller 80 -100 kN

static wt. to proper grade and camber, applying and brooming, stone screening/

binding materials to fill-up the interstices of course aggregate watering and

compacting etc. complete as per Specification.

5 Providing Hard side Shoulder of 100 mm thick for emabankment using quarry 336.00 Cum 1169.58

spall with all lead and lift and including watering and rolling and consolidation

of subgrade in layers including filling the depressions which occur during the

forpower roller 80including

embankment KN to 100KN Static

breaking Weight.

clods, dressing with all lead and 1689.00 Cum 186.65

lift (including watering and consolidation) (D) From Borrow area within

7 Earthwork for embankment including breaking clods, dressing with all lead and 357.20 Cum 109.42

lift (including watering and consolidation) (A) From Borrow pits within land

8 Rolling & watering of earthwork in layers with power roller including filling in 2146.00 Cum 22.96

depressions which occur during the process.

9 Providing and Spraying of Tack Coat using Asphalt VG-30 on Water Bound 4356.00 Sq mt 23.54

macadam / Wet mix Macadam at the rate of 4.0kg Per 10 sqm. Complete

including cleaning the surface with all cost of labour & Material.

10 Providing and laying Tack coat with Bitumen Asphalt VG-30 at the rate of 2.98 11432.00 Sq mt 17.68

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

all labour and materials

02. Sch B_MMGSY_Borsad_Pkg-03 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

11 Providing and laying Builtup spray grout base 37.50 mm thick in Single layer 1243.00 MT. 2347.24

using asphalt grade VG 30 and using B.T. stone aggregates as per MORT & H

gradation and specification with the asphalt of VG-30 grade at the rate of 1.99%

i.e.19.90 Kg./M.T. including heating and mixing asphalt and aggregate by

continuous drum mix plant, transporting the mix, and spreading the same by

paver finisher and consolidation by vibrator roller of 80 to 100 KN Static WT

including cost of all materials, fuel, labours, tools and plant etc using

12 Providing and laying 37.50 mm. thick Bitumenous Macadam with using asphalt 1304.00 M.T 3147.66

grade VG 30 for tackcoat at the rate of 2.50 Kg./10 sqm. using crushed stone

aggregate as per MORT & H gradation and VG-30 grade Bitumen at the rate of

3.40% by weight of total mix ( ie 34 kg. / MTon of mix ) for binding including

heating & mixing the asphalt and aggregates by contineous Drum mix plant

and transporting the mix and spreading the same by paver finisher and

consolidation with vibratory road roller of 80 to 100 KN Static WT including

providing and laying uniformly tack coat and using contractor's own machinaries

including cost of all materials, fuel, labours, tools and plant etc using

contractor's own machinaries etc. complete.

13 Providing and laying Mix Seal Surfacing 20.00 mm thick using stone chipping 727.00 M.T 3775.37

as per MORT & H specification and asphalt grade VG-30 for mixing @

Kg/M.T. i.e. 5.09 % of total weight of mix including heating the asphalt and

aggregate mixing by continuous Drum mix plant transporting mixed material and

spreading the same by pavers finisher and consolidation by vibratory roller of

Kn to 100 Kn static weight and flushing sand or stone dust @ 0.03 cmt / 10 smt

including cost of labour, oil, lubricant etc using contractor's own Machineries

and plant firewood, oil, kerosene, labour charges etc. complete

14 Box cutting the road surface to proper slope and camber for making a base for 5694.00 Cum 109.41

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

side slope as directed upto all lead.

15 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including 4.00 Nos. 704.34

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

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

16 Providing and fixing Hectometer as per I.R.C. type design including painting, 12.00 Nos. 356.50

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

17 Providing and fixing guard stone as per I.R.C. type design including white 160.00 Nos. 350.81

washing etc. complete.(ii) Fixing in C.C. 1:5:10

18 Citizen' s information Board- Providing and fixing of typical MMGSY 2.00 Nos. 11612.98

information board as per instruction. Two ACP sheets of 3 mm thick, of 900 mm

x 750mm size fixed at top & bottom duly rivetted with MS angles of 25 x 25 x

mm thick 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 600mm x 600mm x 75mm, below ground level.

The letters & figure of any shade reflectorised with High Intensity Prismatic

Grade Retro Reflective Sheeting of Type 4 as per ASTM D-4956 and latest

MORD specifications; All sections 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

02. Sch B_MMGSY_Borsad_Pkg-03 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

19 Road marking with hot applied thermoplastic paints with reflectorising glass 686.00 Sq.mt 367.73

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.

20 Village name/ Bump Ahead sign :-Providing and fixing sing boards made out of 4.00 Nos. 5045.37

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)...

21 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm 14.00 Nos. 3379.00

aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per 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 refiectivesheeting as per latest M.O.S.T.Specifications; 3.1m long

stand postand frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm,

75 x 75 x 6mm as required; painted with bestquality epoxy coatings in black

andwhite bends. The details of symbol foreach board shall be as per

theinstruction 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) Engineer

22 Supplying and fixing cat eye (Stimsonite) made out from Acrilo beautile sterine 490.00 Nos. 375.72

injuction high compressed molding with reflector made of MMC (prismatic type

of size 12cm x 6cm x 2.5cm) provided with bituminous adhesive 100g. with

each unit for fixing. (High Intensity grade)

02. Sch B_MMGSY_Borsad_Pkg-03 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

23 MMGSY "LOGO" Board : Providing and fixing of MMGSY LOGO 2.00 No. 5068.18

informatory sign board with Logo as per section 1700 of MORD specifications

and drawing. The board will be a composite unit consisting of Two Plates of

ACM (Aluminum Composite Material), material specifications as per clause

17001.3. The top most plate will be of 3mm ACP in diamond shape of

600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size

on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size

riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges.

Riveting of all the sheets over angle and flat iron frame will be done neatly to

have plain surface on one side. The angle iron frame of Both the plates will be

welded to a 75mm x75mmx6mm Mild steel post at Centre and this post will be

embeded in cement concrete M15 grade block of 450x450x600mm below

ground level. The height of the bottom of the lower plate will be 1200mm from

normal ground level. The spacing between the diamond shaped plate and Lower

Plate is kept 150mm. MMGSY logo, letters and numerals on the ACM should be

made up of Retro Reflective sheeting of Type-1 AEGP Class-A grade as per the

latest MORD section 1700 and IRC 67-2012 specifications. Al the section of the

frame and posts shall be painted with primer and two coats of epoxy paint. The

design, painting and lettering shall be done as per the MMGSY Logo sign

Design and as directed by Engineer in-charge. A warranty for 5 years for the

Retro reflective sheeting for Type-1 Class-A from original manufacturer shall be

submitted by contractor.

24 MMGSY Project Information Board: Providing and fixing of typical PMGSY 2.00 No. 11112.02

Project informatory sign board with Logo as per 1700 of MORD specifications

and drawing. The board will be a composite unit consisting of Three Plates

ACM (Aluminum Composite Material), material specificaitons as per clause

17001.3. The top most plate will be of 3mm ACM in diamond shape of

600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size

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

riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges.

The main 4mm ACM lower most plate will be 1500mmx600mm size, riveted

with MS angle iron frame of 25mmx25mmx5mm size. Riveting of all the sheets

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

side. The angle iron frame of lower most plate and flat iron frame of the middle

plate will be welded to two nos. 75mm x75mm (12 SWG) sheet tubes posts

placed at 1125mm apart centre to centre. the top of the middle plate will be

flushed with the top of 75mm dia medium steel tube posts and these posts will

be embeded in cement concrete M15 grade block of 450x450x600mm below

ground level. The height of the bottom of the lower plate will be 1200mm from

normal ground level and the bottom of the middle plate will be 100mm above

the top level of the lower most plate. the diamond shaped plate mounted over flat

angle iron frame will be connected to middle plate by square steel section of

47mmx47mm, thickness 12SWG having a spacing of 100mm between the

diamond shaped plate and middle plate and this square section will be riveted to

the bottom point of the diamond shaped plate. MMGSY logo, letters and

numerals on the ACM should be made up of Retro Reflective sheeting of Type-1

AEGP Class-A grade as per the latest MORD section 1700 and IRC 67-2012

specifications. Al the section of the frame and posts shall be painted with primer

and two coats of epoxy paint. The design, painting and lettering shall be done as

per the MMGSY Signage Guide and as directed by Engineer-In-charge. . A

warranty for 5 years for the Retro reflective sheeting for Class-A respectively,

from original manufacturer shall be submitted by contractor.

25 Excavation for foundation upto 1.5M. depth including sorting out and stacking 851.00 Cum 253.89

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

Dense or Hard soil.

02. Sch B_MMGSY_Borsad_Pkg-03 Page

Item of work Quantities Rate in Amount

Estimated UnitFigures in

26 Providing and filling in foundation with ordinary Cement concrete M-100 mix 97.00 Cum 3345.59

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

27 Providing and casting in situ ordinary cement concrete M-150 mix and 358.00 Cum 3921.83

providing necessary pin headers including shuttering, scaffolding, laying,

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

28 Providing & casting in situ ordinary cement concrete M 200 mix and providing 363.50 Cum 4292.50

necessary pin headers including shuttering, scaffolding, laying, vibrating, curing

and finishing complete without V-Groves.(A) Height from 0.0 M. to 5.0 M.

29 Supplying and fixing reinforced concrete heavy duty non pressure pipes with 60.00 Rmt 1095.19

collars for culverts including setting and joining the pipes in C.M. 1:2 watering

and laying (To level of slops of I.S. 458 / 1971 Class NP3 of following internal

diameter. (i) 300 mm dia.

30 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 67.50 Rmt 4710.56

collars for culverts including setting and joining the pipes in C.M. 1:2 watering

and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal

diameter. (iv) 900 mm dia.

31 Providing TMT Bar FE500D reinforcement for R.C.C. work including bending, 23871.00 Kgs. 77.29

binding and placing in position complete upto floor two level

32 Providing and laying weep hole in Aburtments, and returns by using A.C. pipe 380.00 Each 48.11

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

detailed specification.

33 Providing and laying - Fitter Media 300mm thick directed at the back of 304.00 Sq.mt 620.14

abutments, returns and wing walls as per detailed specifications.

34 Informatory Signs :-Providing and fixing sing boards made out of 2mm 4.00 Nos. 3856.90

aluminium sheet; size 80 x 60cms. rectangle as per the design of IRC-67-1977

pre treated with phospheting process & acid teching; coated with one coat of

epoxyprimer and two coats of best qualityepoxy paint; reflectorised with retro

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

postand frame fabricated from suitable sizeiron angle of 35 x 35 x

3mm75x75x6mm as required; painted with best qualityepoxy coatings in black

and whitebends. the details of symbol for eachboard shall details of symbol for

eachboard shall be as per the instruction ofengineer in charge. The fixing at site

shall be in 1:2:4 CC block of size 45 x45 x 60cms. for each leg. including

excavation curing tec. complete under the supervision of engineer in charge.(A)

Engineer Grade(VR)...

35 Regulatory/Mandatory signs :Providing and fixing sing boards made out of 2mm 8.00 Nos. 3268.76

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)...

02. Sch B_MMGSY_Borsad_Pkg-03 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

36 Direction sign (Junction board):-Providing and fixing sing boards made out of 4.00 Nos. 14831.71

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)...

37 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal 130.00 Rmt 3468.34

beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail,

70 cm above road/ground level, fixed on ISMC series channel vertical post,

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 811)

Rupees Two Crore Twenty Nine Lakh(s) Ninety One Thousand Six Hundred Sixty Four And Paise

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.

02. Sch B_MMGSY_Borsad_Pkg-03 Page

Item of work Quantities Rate in Amount

Estimated Unit Figures in

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

02. Sch B_MMGSY_Borsad_Pkg-03 Page