MMGSY

Name of Work :- Widening and Strengthening of Sathana Approach Road (VR) Km 0/000 to 0/400 Ta. Tarapur Dist.

Anand Pkg. No. AND/MMGSY/NORMAL/WD/2025-26/04

Taluka :Tarapur District : Anand

1 Widening of Sathana Approach Road (VR) Km 0/000 to 0/400 Ta. Tarapur 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 0.16 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 Earthwork for embankment including breaking clods, dressing with all lead and 56.00 Cum 192.24

lift (including watering and consolidation) (E) From Borrow area within 3.0 Km.

3 Box cutting the road surface to proper slope and camber for making a base for 942.00 Cum 109.41

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

side slope as directed upto 50Mt.lead.

4 Rolling and watering of earthwork in layers with power roller including filling 56.00 Cum 22.96

indepressions which occur during the process.

5 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 1500.00 Sq.mt 41.60

cm.depth including stacking useful materials on road side and disposing off

remaining stuff.

6 Providing and laying 150mm thick Granular sub base in required layer by 197.00 Cum 1530.15

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.

7 Providing and laying 100 mm thick Compacted WBM (Using loose volume, 132.00 Cum 2125.04

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.

8 Providing and laying 150 mm thick in 2- Layer (75+75 mm) Compacted WBM ( 410.00 Cum 2003.84

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.

9 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 20.00 Rmt 2108.86

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 casted by vertically

vibrated technology of following internal diameter. (iv) 600 mm dia.

10 Providing and Spraying of Tack Coat using Asphalt VG-30 on Water Bound 2828.00 Sqmt 34.85

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

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

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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 213.00 MT. 2997.68

using asphalt grade VG 30 for tackcoat at the rate of 4.0 Kg./10 sqm. 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 contractor's own machinaries etc. complete.

12 Providing & laying 37.5mm thick Bituminous macadam with Asphalt Grade VG- 234.00 MT. 4282.40

30 for tack coat @ 2.50 kg / 10 smt. and using B.T. stone aggregate as per

required gradation with asphalt of VG-30 at the rate of 3.40 % i.e. 34.0 Kg/ M.T.

by weight mix including heating & mixing in drum mix plant transporting the

mix spreading the same by paver finisher and consolidation by vibratory roller as

per MORT&H specification including cost of all materials fuel, labours, tools

and plant etc using contractors own drum mix plant etc. complete

13 Providing and laying 20 mm thick compacted Mix Seal Surfacing (MSS) with 131.00 MT. 5301.49

B.T. stone chips as per MORT & H gradation and specification and asphalt

Grade V.G.-30 for mixing at the rate of 50.90 KG / M.T. by weight of total mix

i.e. (5.09 % by weight of total mix) including heating the asphalt and aggregates

in drum mix plant and spreading the same by paver finisher including rolling and

consolidation with 10-12 tonnes vibratory and power roller and providing all

materials, equipments, tools, and plants, fire wood, oil, kerosene, labour charges

etc. and using contractor's own machineries drum mix plant and paver finisher

14 Providing and fixing Hectometer as per I.R.C. type design including painting, 2.00 Nos. 356.50

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

15 Providing and fixing guard stone as per I.R.C. type design including white 10.00 Nos. 350.81

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

16 Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including 1.00 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.)

17 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm 1.00 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

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

18 Village name/ Bump Ahead sign :-Providing and fixing sing boards made out of 1.00 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)...

19 Direction sign (Junction board):-Providing and fixing sing boards made out of 1.00 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)...

20 Road marking with hot applied thermoplastic paints with reflectorising glass 96.00 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.

21 Supplying and fixing cat eye (Stimsonite) made out from Acrilo beautile sterine 68.00 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)

22 Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm 2.00 Nos. 2423.74

aluminium sheet; size 90 x 30cms. rectangle as as per the design/drawing

attached (IRC) pretreated 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; 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 Grade(VR)...

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

23 Citizen' s information Board- Providing and fixing of typical MMGSY 1.00 Nos. 10557.53

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

24 MMGSY "LOGO" Board : Providing and fixing of MMGSY LOGO 1.00 Nos. 4607.62

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.

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

25 MMGSY Project Information Board: Providing and fixing of typical PMGSY 1.00 Nos. 10102.02

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.

26 STOP SIGN:-Providing and fixing sing boards made out of 2mm aluminium 1.00 Nos. 4676.06

sheet; size 90 x 90cms. rectangle as per the design of IRC-67-1977 pre treated

with phospheting process & acid teching; 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 tec. complete under the supervision of

engineer in charge.(A) Engineer Grade(VR)...

27 Informatory Signs :-Providing and fixing sing boards made out of 2mm 1.00 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)...

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Item of work Quantities Rate in Amount

Estimated UnitFigures in

28 Excavation for foundation upto 1.5M. depth including sorting out and stacking 977.00 Cum 253.89

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

Dense or Hard soil.

29 Providing and filling in foundation with ordinary Cement concrete M-100 mix 72.00 Cum 3345.59

and providing necessary vertical pin headers including formwork, vibrating,

ramming and curing complete.

30 Providing and casting in situ ordinary cement concrete M-150 mix and 87.00 Cum 3921.83

providing necessary pin headers including shuttering, scaffolding, laying,

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

31 Providing TMT Bar FE500D reinforcement for R.C.C. work including bending, 340.00 Kgs. 77.29

binding and placing in position complete upto floor two level

32 Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 30.00 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.

33 White washing with lime on wall surface (two coats) to give an even shade 61.00 Sq.mt 12.70

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

and other foreign matter.

34 Providing and casting in situ Controlled cement concrete M-250 for R.C.C. Raft 296.00 Cum 4659.13

and cut-off walls including necessary shuttering laying, vibrating, ramming and

curing complete.

35 Providing, Laying, Transporation, Loading and Unloading of Perforated Precast 580.00 Rmt 1200.00

(Steel Fiber Reinforced Concrete) Drain Cover M30 Drain Cover Size 900mm x

450 mm x 50mm and 10 Ton Load Capacity with finishing complete.

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Item of work Quantities Rate in Amount

Estimated Unit Figures in

36 Providing and laying in position FE 500D TMT bar reinforcement including 26.64 MT 73858.70

cutting, bending, hooking and tying complete as per detailed drawings for the

following.(A) Piers (B) Abutments (C) R.C.C. Returns

Rupees Ninety Two Lakh(s) Thirty Thousand Two Hundred Eighty Three And Paise Eighty Three 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

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