MMGSY

Name of Work :-

Resurfacing And Strengthning of Various Roads of Anand Taluka Di:-Anand,

Package No-AND/MMGSY/SCSP/RES/2025-26/04

BILL OF QUANTITIES

(A) Percentage Rate Tender (Up to INR 50 Cr. )

Item Description of Item

(with brief specification and reference to Quantity Unit Amount

No book of specifications)

1 Clearing and grubbing road land including uprooting rank 5.308 Hectre 34889.38

vegetation grass bushes,shrubs,sapling and trees girth up to

300 mm removal of stumps of trees cut earlier and disposal of

unserviceable materials(D) By mechanical means in area of

2 Providing & laying compacted 75mm thick WBM Grading-I 2784.600 Cum 1576.87

using MCBT metal of size 45mm to 63mm in required layers

including using 16% stone screening, 13.2mm size and 8%

stone dust as filler including spreading, watering and

consolidation by vibratory roller as per MORTH specification

etc complete as directed by engineer in charge

3 Providing, Laying, spreading and compacting 150mm thick 20287.800 Cum 1517.02

Wet Mix Macadam as per MORT & H specification including

premixing the material with water at OMC in mechanical mix

plant, carriage of mixed material by tippers to site , laying in

uniform layers with paver in sub base / base course on well

prepared surface and compacting with Vibratory Roller 80 to

100 KN static weight to achieve the desire density.

4 Earth work for embankment including breaking clods dressing 15810.000 Cum 132.37

with all lead and lift and including watering rolling and

consolidation including filling the depression which occur

during the process of using vibratory rolling 80 to 100 KN

static weight (A)from Borrow Pits/area With All lead & Lift.

5 Scarifying gravelled macadam or bitumen macadam surface 6 125300.000 Smt 41.60

cm to 10 cm.depth including stacking useful materials on road

side and disposing off remaining stuff. complete.

6 Supplying and fixing reinforced concrete heavy duty non- 162.500 Rmt 1968.38

pressure pipes with collars for culverts carrying heavy traffic

as per IS 458-1991 specifications including setting the pipes in

C.M. 1:2 watering and laying (to level or slopes) of class NP3 of

following internal daimeters.(iii) 600mm dia.

7 Demolition and disposal of unserviceable materials with all 1487.500 Cmt 623.02

lead and lift.(ii) Cement concrete.

8 Providing & laying 37.50mm thick Compacted Bullt up spray 5900.000 MT 2313.52

grout in single layer using BT stone chips considering wt of

agg. 0.66 cmt prt MT mix material as per MOST & H gradation

and specification with Asphalt VG-30 for the tackcoat on WBM

surface @ 4.0Kg/10sqm and bitumen VG-30 for mixing at the

rate of 19.90 kg / MT of total mix (i.e. 1.99 % of total mix )

mixing the asphalt and aggregate by continious batching of

Drum mix plant , transporting and spredaing the same by

Paver Finisher & consolidation with vibratory roller of 80 to

100 Kn static wt with necessary equipments tools and plant

oil, kerosene.firewood,labour charges etc. complete with

contractor own maehineries complete.

9 Providing and laying 37.50mm. thick Bitumenous Macadam 6800.000 MT 2758.23

using crushed stone aggregate as per MORT & H gradation

with using Asphalt for tack coat at the rate of 2.50kg./10

sqm. and bitumen VG-30 grade at the rate of 3.40% by

weight of total mix ( ie 34 kg. / MT of mix ) for binding

including heating &mixing the asphalt and aggregates by

contineous batch mix plant (Min 20 TPH) and transporting

the mix and spreading the same by paver finisher and

consolidation with vibratory road roller including

providing and laying uniformly tack coat and using

contractor's own machinaries contineous batch mix plant (Min

20 TPH) & paver finisher etc complete.

10 Providing and laying 25 mm thick Semi Dense Bituminous 4740.000 MT 3249.43

Concrete (SDBC) with B.T. aggregate as per MORT&H

gradation using bulk bitumen Grade VG-30 for mixing @

KG / M.T. i.e., 5.0 % by weight of total mix, including heating

and mixing the aggregates and bitumen in drum mix plant and

hot laid process laying with paver finisher and consolidation

with roller as per MORT&H specification to achieve desire

density, including cost of all materials. equipments, tools, and

plants, fire wood,oil,kerosene, labour charges etc. complete

using contractor's own machineries drum mix plant and paver

finisher etc. complete

11 Providing and laying cement concrete 1:4:8 (1- Cement : 4- 4204.000 Cum 2936.23

coarse sand : 8- Machine Crushed stone aggregates 40 mm

nominal size) and curing complete excluding cost of formwork

in (A) Foundation and Plinth

12 Construction of un-reinforced, plain cement concrete 13848.000 Cum 6093.33

pavement over a prepared sub base with concrete grade

M300, coarse and fine aggregate conforming to IS

maximum size of coarse aggregate not exceeding 25 mm,

mixed in a batching and mixing plant as per approved mix

design, transported to site, laid with a fixed form or slip form

paver, spread, compacted and finished in a continuous

operation including provision of contraction, expansion,

construction and longitudinal joints, joint filler, separation

membrane, sealant primer, joint sealant, debonding

strip,admixtures as approved, curing compound, finishing to

lines and grades as per drawing

13 Providing and fixing ordinary Kilometer stone of precast C.C. 15.000 No 1293.39

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.)

14 Providing and fixing 5th Kilometer stone of precast C.C. 1:2:4 2.000 No. 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.)

15 Providing and fixing hectometer as per I. R. C. type design 107.000 No. 356.50

including painting lettering etc. complete (ii) Fixing in C. C. 1 :

16 Providing and fixing guard stone as per I. R. C. type design 1327.000 No. 349.11

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

17 Providing and fixing Junction board of M.S. plates and angles 20.000 No. 5236.70

as per standard I.R.C. design including fixing in C.C. 1:4:8 with

necessary excavation painting figuring and lettering on board

18 Village name/ Bump Ahed sign :-Providing and fixing sing 20.000 No. 4842.24

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

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

Engineer Grade(VR)...

19 Cautionary Warning Sign :-Providing and fixing sing boards 30.000 No 3218.09

made out of 2mm 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 Grade(VR)

20 Hazard Marker Sign :-Providing and fixing sing boards made 30.000 No 2423.74

out of 2mm 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 &

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)...

21 Citizen' s information Board- Providing and fixing of typical 2.000 No 11564.86

MMGSY information board as per instruction. 16 gauge 1.6mm

GI Sheet, of 900 mm x 750mm size fixed at top & bottom duly

rivetted with MS angles of 25 x 25 x 5 mm thick M.S angle

shall be welded by two vertical M.S angle of 5 mm thick to

mm x 75 mm of 12 SWG square tubes or 75mm dia MS Pipe

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 sheeting

22 MMGSY "LOGO" Board : Providing and fixing of MMGSY LOGO 2.000 No 5341.42

informatory sign board with Logo as per section 1700 of

MORD specifications and drawing. The top most plate will be

of 16 gauge 1.6mm GI Sheet 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 16 gauge

1.6mm GI Sheet 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 or 75mm dia MS Pipe posts 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 GI 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.

23 MMGSY Project Information Board: Providing and fixing of 2.000 No 11813.07

typical PMGSY 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 16 gauge

1.6mm GI Sheet, material specificaitons as per clause 17001.3.

The top most plate will be of 16 gauge 1.6mm GI Sheet in

diamond shape of 600x600mm size, riveted with MS angle

iron frame of 25mmx25mmx5mm size on back on edges. The

middle 16 gauge 1.6mm GI Sheet plate of will be 1200x150mm

size riveted with MS angle iron frame of 25mmx25mmx5mm

size on back on edges. The main 16 gauge 1.6mm GI Sheet

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

or 75mm dia MS Pipe 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

24 Road marking with hot applied thermoplastic paints with 4213.000 Smt 367.72

reflectorising glass 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 beds

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 liminance coefficinet on cemend road shalll be

min 130 mcd/m2/lux and Asphalt road shall be min

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.

25 Supplying and fixing cat eye (Stimsonite) made out from Acrilo 3830.000 No 375.72

beautile sterine 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)

26 Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and 145.000 Rmt 4024.85

erecting a "Thrie" metal beam crash barrier comprising of

mm thick corrugated sheet metal beam rail, 85 cm above

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

150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with

1.15 m below ground 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 space of channel section 150 x 75 x 5 mm, 546 mm

long complete as per clause 810)

I / We am / are willing to carry out the work at ________________________________ % above / below percent (should

Estimated amount put to Estimated amount put to

Deduct ________ % below Rs. ____________ Add _______ % above Rs.___________

(* Please strike out whichever is not applicable)

1. All work shall be carried out as per public works Department Handbook and other specifications of Division or as directed.

2. All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck by the

3. Rates quoted include clearance of site (Prior commencement of work and as its close) in all respects and hold good for work

4. To be Continued on additional sheets, if found necessary.

5. The Labour Cess shall have to be deducted from payable bill as per prevailing Rules.

6. For abnormal high or law rates payment of such items shall be regulated as per Govt. circular No. PARACH / 102008 / 61 / C,

7. The contractor is totally responsible to bare all applicable taxes i.e. G.S.T. etc. & Department will not entertain any contractor

representation to reimburse any financial burden due to applicable taxes, i.e. G.S.T. etc.

Signature of Deputy Executive Engineer Executive Engineer

the Contractor. Panchayat (R&B) Sub Division Panchayat (R&B) Division