MMGSY

Name of Work :-

Resurfacing Various Road Petlad/Sojitra Taluka Di Anand Pkg no:-

AND/MMGSY/SCSP/RES/2025-26/11

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 4.840 Hectr 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 Scarifying gravelled macadam or bitumen macadam surface 6 51880.000 Smt 41.60

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

side and disposing off remaining stuff.

3 Providing &laying compacted 75mm thick WBM of Grading-II 2837.000 Cum 1988.20

MCBT metal of size 22.4mm to 53mm in required layers

include.using 16% stone screening,11.2 mm size and 8% stone

dust as filler including spreading watering & consolidation by

vibratory roller etc. comp.

4 Providing and laying compacted Quarry spall for side 1452.000 Cum 1386.45

shoulders including spreading, rolling with vibratory roller 80-

100 KN static weight to proper grade and camber,

Supplying and compacting etc. complete

fixing reinforced as per heavy

concrete specification.

duty non- 64.000 Rmt 659.99

pressure pipes with collars for culverts carrying heavy traffic

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

work and laying (to

for embankment level orbreaking

including slopes) ofclods

with all lead and lift and including watering rolling and

consolidation including filling the depression which occur

Providing process

laying of using vibratory

37.50mm rolling 80 to

thick Compacted 100up

Bullt KNspray 2479.000 MT 2401.18

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 @ 2.5Kg/10sqm and bitumen VG-30 for mixing at the

8 Providing kg / MT37.50mm

& laying of total mix (i.e.Compacted

thick 1.99 % of total

up )spray 1669.000 MT 2488.24

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 bitumen VG-30 for the tackcoat on WBM

surface @ 4.00 Kg/10sqm and bitumen VG-30 for mixing at the

9 Providing kg / MT

& laying of total

25mm mixpremixed

thick (i.e. 1.99 asphalt

% of total mix )using

carpet 2405.000 MT 3021.18

0.66 cmt aggregate per 1M.T of total mix as per MORTH

gradation and specification with bitumen VG-30 for Tackcoat

on BT surfac 2.5 Kg / 10 Smt and asphalt For Mixing

kg.per M.T.of Total mix (i.e 3.36%)for mixing Including mixing

10 Providing and asphalt

& laying by continuous

bituminious batching

0.24 cmt/10 of Drum

seal coat 1667.000 MT 3234.08

using M/C stone aggregate at the rate of 0.66 cum/MT and for

mixing @ 45.00 kg.per M.T.of Total mix (i.e 4.5%), Including

Using Mterial Of Asphalt ,mixing by continuous batching of

Drum mix plant & spreading the same by paver finisher and

consolidation by Vibratory roller 80 to 100 KN static weight

11 Excavation for foundation upto 1.5 m depth including sorting 133.000 Cmt 122.94

out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead.(A) Loose or soft soil

12 Providing and filling in foundation with ordinary Cement 20.000 Cum 3345.58

concrete M-100 mix and providing necessary vertical pin

headers including formwork, vibrating, ramming and curing

13 Providing and casting in situ Ordinary cement concrete M-150 168.000 Cum 3737.47

for R.C.C. Raft and cut-off walls including necessary shuttering

laying, vibrating, ramming and curing complete.

14 Supplying and fixing reinforced concrete heavy duty non- 22.500 Rmt 3469.26

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.(v) 900mm dia.

15 Supplying and fixing reinforced concrete heavy duty non- 15.000 Rmt 5560.01

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.(v) 1200mm dia.

16 Providing TMT Bar FE 500D reinforcement for R.C.C. work 7683.000 Kg 77.29

including bending, binding and placing in position complete

upto floor two level

17 Excavation for foundation in sand, gravel, clay soft soils and 184.000 Cmt 511.11

murrum etc. including shoring, strutting dewatering as

necessary and disposing of the excavated stuff as directed.(A)

Depth upto 3.0 M. and lead upto 100m for (10 Cum)

18 Providing and Casting in situ controlled Cement Concrete M- 126.000 Cum 4553.37

200 for R.C.C. Raft and cutt-off walls including necessary

shuttering laying, vibrating, ramming and curing complete.

19 Providing and laying Weep hole in abutment and return by 100.000 No 48.11

using A.C./PVC pipe of 100 mm dia including laying in proper

grade and joining complete etc as per details specification .

20 Filling available excavated earth (excluding rock) in 252.000 Cmt 136.92

trenches. plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each disposited

layer by ramming and watering.

21 Providing and fixing ordinary K. M. stone of precast C. C. 1 : 2 : 12.000 No 704.33

4 including necessary reinforcement as per I. R. C. type design

fixing in C. C. 1 : 4 : 8 including painting and lettering etc.

complete (for O. D. R and V. R.)

22 Providing and fixing hectometer as per I. R. C. type design 49.000 No 356.50

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

23 Providing and fixing guard stone as per I. R. C. type design 229.000 No 350.80

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

24 Providing & Fixing Junction sign board made of 16 gauge 22.000 No 4503.59

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

25 Village name/ with HighAhed

signMicro Prismatic

:-Providing andGrade Type-

fixing sing 8.000 No 2750.23

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;

26 Village name/ with retroAhed

Bump refiective

sign sheeting as per

:-Providing andlatest

fixing sing 4.000 No 6397.43

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;

reflectorisedWarning

27 Cautionary with retro refiective

:-Providing andasfixing

sing boards 18.000 No 3906.19

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

28 Cautionary with retro

Warning Signrefiectivesheeting

:-Providing and as per latest

fixing sing boards 32.000 No 3379.00

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

;reflectorisedSigns

29 informatory with :-Providing

retro refiectivesheeting as per

and fixing sing latest

boards made out 6.000 No 3856.90

of 2mm 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

30 Road sheeting

with hot latest

appliedM.O.S.T. Specifications;

thermoplastic 3.1m

paints with 2546.000 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.

31 Supplying and fixingThe finished

cat eye surface to

(Stimsonite) be level,

out from Acrilo 1100.000 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)

32 Citizen' s information Board- Providing and fixing of typical 3.000 No 10796.68

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

33 MMGSY mm of 12 SWG: square

Providing posts

fixing of embedded

MMGSY LOGO in 3.000 No 5020.57

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

34 MMGSY on edges.

Project The Lower

Information plateProviding

Board: will be of 16andgauge

fixing of 3.000 No 11067.18

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

35 Providing and erecting a "W" metal beam crash barrier 572.000 Rmt 3354.21

comprising of 3 mm thick corrugated sheet metal beam rail,

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

vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre,

m high, 1.1 m below ground / road level, all steel parts and

fitments to be galvanized by hot dip process, all fittings to TOTAL =

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

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