MMGSY

Name of Work :-

Widening & Strengthening Of Sarsa Approach Road Joining Vahera Road Ta. & Di. Anand, Package No-

AND/MMGSY/SCSP/WD/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 vegetation, grass bushes, shrubs,

saplings and trees girth up to 300 mm removal of stumps of tress cut earlier and disposal of

unserviceable materials.(A) By Manual means in area of light jungle By JCB.

2 Construction of 100mm Thick Granular Sub Base (GSB) by providing M.C. coarse graded

material of grading-II, spreading in uniform layers on prepared surface, mixing and

compacting with vibratory roller to achieve the desired density, complete as per

3 Providing and laying,Spreding, Compacting stone aggregates of specific sizes to water bound

macadam specification including spreding in uniform thickness hand packing rolling with

vibratory roller 80-10 KN static Weight to proper grade and camber,applying and broomig,

stone screening/binding materials to fillup the interstices of coarse aggregate, watering nd

compacting etc, complete as per Specification (45 to 90 mm size B.T.Metal)

4 Providing & laying compacted 150mm thick(each Layer 75mm thick) WBM Grading-I 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 1671.000 Cum 1384.66

vibratory roller as per MORTH specification etc complete as directed by engineer in charge

5 Earth work for embankment including breaking clods dressing 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.

6 Providing & laying 37.50mm thick Compacted Bullt up spray 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 BT surface @ 4.00Kg/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 590.000 MT 2290.61

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.

7 Providing and laying 37.50 mm. thick Bitumenous Macadam 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 650.000 MT 2748.96

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.

8 Providing and laying mix seal surfacing 20 mm thick using stone chipping as per MORT & H

specification and asphalt grade VG-30 for mixing @ 50.90 Kg/M.T. i.e. 5.09 % of total

weight of mix including heating the asphalt and aggregate mixing by continuous batching

drum mix plant transporting mixed material and spreading the same by pavers finisher and

consolidation by vibratory roller of 80 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

9 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth including

stacking useful materials on road side and disposing off remaining stuff.

10 Box cutting the road surface to proper slope and camber for making a base for road work

including removing the excavated stuff and depositing on the road side slope as directed 1491.000 Cum 109.41

upto 50Mt.lead..

11 Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8- stone

aggregates 40 mm nominal size) and curing complete excluding cost of formwork in (A) 159.000 Cum 2936.23

Foundation and Plinth

12 Providing and laying Controlled cement concrete M 20 with curing including Cost of Curing

including using Hardner prepared in Concrete Batch Mix Plant & Channaling, Surface

mechanical Vibrator, needle vibrator, mechenical floaters & mechanical trovel for finishing

etc Compt for Road Work.

13 Providing and fixing ordinary K. M. stone of precast C. C. 1 : 2 : 4 including necessary

reinforcement as per I. R. C. type design fixing in C. C. 1 : 4 : 8 including painting and 1.000 No 704.33

lettering etc. complete

14 Providing and fixing hectometer as per I. R. C. type design including painting lettering etc.

complete (ii) Fixing in C. C. 1 : 5 :

15 Providing and fixing guard stone as per I. R. C. type design including white washing etc.

complete(ii) Fixing in C. C. 1 : 5 :

16 Providing & Fixing Junction sign board made of 16 gauge 1.6mm GI Sheet size 120x90 cms

rectangular with message on both side of the Board, as per the design of IRC, pretreated

with Phosphetic process & acid etching with one coat of epoxy primer and two coats of

best quality epoxy paint, Front side reflectorised with High Intensity Micro Prismatic Grade

Type-IV retro reflective sheeting as per the IRC-67 and latest MOST specifications and back

side message / lettering shall be painted with ready mixed synthetic enamel paints of

superior quality in required shade and color as specified , mounted on 2 Nos. of 3.1mt long 1.000 No 5236.70

stand post of iron angle 50x50x6mm and frame fabricated from suitable MS Angle of

40x40x3mm as required, painted with best quality epoxy coating in black and white bends.

The details of the letters /symbols for board shall be as per the instruction of engineer in

chage. The fixing at site shall be in 1:2:4 CC block of size 45x45x60cms for each leg,

including excavation,, curing etc. complete under the supervision of Engineer in charge.

17 Village name/ Bump Ahed sign :-Providing and fixing sing boards made out of 16 gauge

1.6mm GI 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 1.000 No 5045.36

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

18 Cautionary Warning Sign :-Providing and fixing sing boards made out of 16 gauge 1.6mm GI

Sheet ; size 60x60x60cms. 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 4.000 No 3379.00

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...........................

19 Hazard Marker Sign :-Providing and fixing sing boards made 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 1.000 No 2423.74

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)...

20 Citizen' s information Board- Providing and fixing of typical 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 75 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 1.000 No 11564.86

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

(10.16). (A) Class-B High intensity Grade Retro Reflective sheeting

21 MMGSY "LOGO" Board : Providing and fixing of MMGSY LOGO 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

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

be submitted by contractor.

22 MMGSY Project Information Board: Providing and fixing of 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 square section will be

riveted to the bottom point of the diamond shaped plate. 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 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.

23 Road marking with hot applied thermoplastic paints with 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 502.000 Smt 367.72

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.

24 Supplying and fixing cat eye (Stimsonite) made out from Acrilo 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

I / We am / are willing to carry out the work at ________________________________ % above / below percent (should be written in figure and

words) of the estimated mentioned above. Amount of my / our tender works out as under

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 contractor under his signature.

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

moisture, weather etc.

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, Dt. 03/05/2008 attached

with tender papers.

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