Package 3-MMGSY 2025-26, Construction of Various Structure under Panchayat R& B division Halol& Kalol, Dist: Godhra.

Name of Work:-Package 3-MMGSY 2025-26,

Construction of Various Structure under Panchayat R& B Sub division Halol & Kalol, Dist: Godhra

Bill Of Quantity

Memorandum showing items of work to be carried out

Estimated Rates Total Amount

Estimated Rates Total Amount

Sr. No. Item Description Quantity Unit

In Figure In Words (₹)

Dismentaling the existing structure including removing Rs. Eight Hundred

1 and stacking the dismentelled materials as and where 766.90 Cum 886.05 Eighty Six and Five

directed. (B) R.C.C. Wall Paise Only.

Excavation for foundation upto 1.5 m depth including

Rs. Five Hundred

sorting out and stacking of useful materials and

2 2531.60 Cum 507.53 Seven and Fifty Three

disposing off the excavated stuff upto 50 Meter lead.(D)

Soft rock not requiring Blasting

Excavation for foundation for depth from 1.5 m to

Rs. Five Hundred

m including sorting out and stacking of useful materials

3 519.70 Cum 529.04 Twenty Nine and Four

and disposing off the excavated stuff upto 50 Meter

lead. (D) Soft rock not requiring Blasting

Excavation for foundation in sand, gravel,clay soft soils

and murrum etc. including shoring, strutting dewatering

Rs. Four Hundred

as necessary and disposing of the excavated stuff as

4 582.60 Cum 486.77 Eighty Six and Seventy

directed.(A) Depth upto 3.0 M. and lead upto 100m for

Seven Paise Only.

Providing and casting in situ ordinary cement concrete Rs. Three Thousand

M-150 P.C.C for R.C.C. raft and cut off walls including Five Hundred Eighty

necessary shuttering laying, vibrating ramming and Six and Eightteen Paise

curing complete.. Only.

Providing and filling in foundation with ordinary Rs. Three Thousand

cement concrete M.100 mix and providing necessary Two Hundred Eleven

vertical pin headers including form work vibrating and Ninty Nine Paise

ramming and curing complete. Only.

Providing and filling in foundation with ordinary Rs. Three Thousand

cement concrete M.100 mix and providing necessary Four Hundred Sixty

vertical pin headers including form work vibrating and Sixty Five Paise

ramming and curing complete. Only.

Providing and casting in situ controlled cement concrete Rs. Four Thousand

M.250 for R.C.C. raft and cutt off walls as per drawing Four Hundred Ninty

including necessary shuttering laying, vibrating, Three and Nine Paise

ramming and curing complete. Only.

Provading & casting in situ ordinary cement concrete

M 150 mix and providing necessary pinheaders Rs. Three Thousand

including , shuttering scaffolding laying vibrating and Seven Hundred Eighty

finishing without V-Grooves. (A) Heigth from 0.0 m to Four and Ninty Eight

5.0m for head wall of causeway Paise Only.

Providing and casting in situ ordinary cement concrete

M.200 mix and providing necessary pin headers Rs. One Hundred

10 including shuttering, scaffolding, laying, vibrating and 1963.30 Cum 4155.04 Thirty and Thirty Nine

finishing without "V" grooves height 0.0 mt. to 5.00 Paise Only.

Providing and casting in situ controlled cement concrete

M-250 for R.C.C. return as per drawings including Rs. One Thousand

centering shuttering, scaffolding where necessary, Four Hundred Seventy

laying vibrating, curing and finishing complete.(A) Three and Three Paise

Height from 0.0 to 5.0 M. (1) Piers (2) Abutment (3) Only.

Rs. One Thousand Five

Providing and casting in situ Controlled cement

Hundred Seventy

12 concrete M. 250 for R.C.C. solid slab including 493.70 Cum 5213.82

Three and Fourty Nine

centering scaffolding curing and finishing complete.

Rs. Two Thousand

Providing and casting in situ Controlled cement

Three Hundred Twenty

13 concrete M 250 for kerb / kerb block including form 75.80 Cum 4763.87

Eight and Twenty

work curing and finishing etc complete.

Eight Paise Only.

Rs. Two Thousand

Providing and casting in situ controlled cement concrete

Nine Hundred Sixty

14 M250 for approach slab including form work curing 113.70 Cum 4122.32

Six and Twenty Seven

and finishing complete.

Providing and casting in situ controlled cement concrete Rs. Five Thousand One

M-250 for average 100 mm thick wearing coat laid as Hundred Seventy Four

directed dincluding tamping, vibrating, finishing, curing and Thirty Three Paise

and fillingin joints with bitumen complete Only.

Providing and placing in position FE 550D TMT bar

Rs. Seventy Two

reinforcement including cutting, bending, hooking, and

Thousand Six Hundred

16 tying complete as per detailed drawing. (A) Solid Slab, 171.74 MT 72601.86

One and Eighty Six

(B) R.C.C. Kerb, (C) R.C.C. Footpath (D) R.C.C.

Approach slab, (E) Wearing Coat.

Providing and placing in position FE 550D TMT Bar Rs. Seventy Three

reinforcement including, cutting, bending hooking and Thousand Two

tying complete as per detailed drawings for raft slab, Hundred Seventeen

pier, solid slab, kerb block, wearing coat etc. and Fifty Paise Only.

Providing fusion bonded Epoxy coating not less than

175 micron thickness and up to 300 micron to

Tonn Rs. One Thousand Ten

18 reinforcement bars as per IS-13620- 1993/ASTM-775 52.00 10162.62

e and Sixty Paise Only.

M including testing of coating at plant and all taxes (A)

10mm to 16mm dia bar

Providing fusion bonded Epoxy coating not less than

175 micron thickness and up to 300 micron to

Tonn Rs. Thirty One and

19 reinforcement bars as per IS-13620- 1993/ASTM-775 114.00 7296.24

e Five Paise Only.

M including testing of coating at plant and all taxes (B)

20mm to 32 mm dia bar

Rs. Four Hundred

Provding P.V.C. 100 mm diameter water spouts

20 38.00 Nos. 159.37 Fourty Five and Fourty

including necessary iron gratings as per drawings.

One Paise Only.

Providing and laying weep hole in abutmemt and Rs. One Thousand

returning by using A.C. pipes of 100 mm. Diameter Three Hundred One

including laying in proper grade and joining etc. comp Nine and Thirty Two

as per detailed specifications. Paise Only.

Providing and laying filter media 600 mm thick as Rs.One Hundred

22 directed at the back of abutments and returns and wing 2199.60 Sqm 1180.34 Fourteen and Fifty

walls as per detailed specifications. Three Paise Only.

Providing and laying rubble for appron (each stone

Rs. One Thousand Ten

23 weighting not less than 40 Kg.) including and packing 119.90 Cum 1010.60

and Sixty Paise Only.

and filingin the interestices with quarry-spalls.

Rs. Eleven Thousand

Supplying Pre - Moulded Bituminious Joint Filler. (iii) One Hundred Ninty

25 mm size Three and Eighty Three

Rs. Twenty Eight

Providing and filling sand behind abutments and Thousand Three

between returns in layers as directed Hundred Ninty Three

and Four Paise Only.

Providing 22.5 cm thick dry stone rubble pitching

Rs. One Thousand

including prepairing the surface and making pannels of

Three Hundred One

26 3.00x3.00m with stone masonry in C.M.1:6 including 299.00 Sqm 1319.32

Nine and Thirty Two

filling murrum and cement pointing in C.M.1:3 etc.

Finishing wall with weather proof exterior emulsion

paint on wall surface (two coats) to give an required Rs. One Hundred Sixty

27 shape even shade after thoroughly brushing the surface 640.10 Sqm 114.53 Nine and Fourty Four

toremove all dirt, and remains of loose powdered Paise Only.

materials. etc complete

Providing and maintaining a diversion road suitable for

traffic during the construction period of the Bridge/CD

Rs. Seven Hundred

works, including necessary earthwork, 150 mm thick

Fourty Eight and

28 GSB-II, 150 mm thick WMM, 37.5 mm thick BUSG, 150.00 Rmt 11193.83

Seventy Six Paise

head walls, NP3 Hume pipes of 1200 mm dia, and

diversion sign boards, all as per the instructions of the

Engineer-in-Charge, complete.

Clearing and grubbing road land including up rooting

Rs. Seven Hundred

trunk vegetation,grassbushes,shrubs,sapling sand trees

Fourty Eight and

29 girth up to 300 mm removal of stumps of trees cut 0.31 hec 28393.04

Seventy Six Paise

earlier &disposal of unserviceable material.(C)By

Mechanical means in the area of light jungle.

Earthwork in cuting in all sorts of soil and soft murrum

Rs. One Thousand

including conveying and spreading the stuff,

Two Hundred Ninty

30 embankment as and where directed within 200meters 189.00 Cum 127.74

Eight and Seventeen

from the end of the cutting with all required lead and

Earthwork for embankment including breaking clods,

Rs. One Hundred Sixty

dressing with all lead and lift and including watering,

31 7694.30 Cum 169.44 Nine and Fourty Four

rolling and consolidation of subgrade in layers at

O.M.C. to required dry density, including filling the

Rs. Seven Hundred

Supplying, stacking & spreading Hard murrum on the

Fourty Eight and

32 road side for hard side shoulder of work as per 94.00 Cum 748.76

Seventy Six Paise

specification including rolling & watering complete.

Construction of granular sub-base Gr-I by providing

coarse graded B.T. machine crushed material satisfying

MOST specification of (grading I) using materials (53

Rs. One Thousand

mm to 26.5 mm@ 35 percent, 26.5 mm to 4.75 mm @

Two Hundred Ninty

33 45 percent, 2.36 mm below @ 20 percent) including 546.00 Cum 1298.17

Eight and Seventeen

spreading in uniform layer with a motor grader on a

prepared surface, mixing by mix in-place method with

rotavator at OMC and compacting with vibratory roller

to achieve the desired density etc. complete.

Providing & Laying controlled cement concrete M250

for C.C. road including curing & cost of form work.

Finishing the cement concrete road by trimix process Rs. Five Thousand One

34 inclusive of labour charges for trimix vacuum 581.50 Cum 5152.01 Hundred Fifty Two

dewatering process on cement concrete road by using and One Paise Only.

vacuum dewatering pump, surface floater, surface

vibrator and Groove cutting as per direction by

Road Marking with hot thermoplastic paints with

reflectorizing glass beads on bitumen surface providing

and laying a hot applied thermoplastic compound

mm thick including refactoring glass beads @ 250 gms

per sqm area, thickness of 2.5 mm excluding of surface

applied glass beds as per IRC:35-2015. The finished

surface is to be level, uniform, and free from streaks and Rs. Three Hundred

holes. Zebra patta/bump Patta lane/Centre line/ edge Sixty Seven and

line/ Cut patta. The White color marking should Seventy Two Paise

provide a luminance coefficient on cement roads shall Only.

be min 130 mcd/m2/lux and on Ashphalt road shall be

min. 100 mcd/m2/lux during the service life during the

day time. The marking should meet the performance

criteria for nighttime reflectivity, wet reflectivity, and

skid resistance as mentioned in section 15 of IRC-2015

Warranty For Reflectivity shall be Two Year.

Supplying and fixing cat eye (Stimsonite) made out

from Acrilo beautile sterine injuction high compressed Rs. Three Hundred

molding with reflector made of MMC (prismatic type of Seventy Five and

size 12cm x 6cm x 2.5cm) provided with bituminous Seventy Two Paise

adhesive 100g. with each unit for fixing. (High Only.

Intensity grade)

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 Rs. Two Thousand

refiective sheeting as per latest M.O.S.T. Specifications; Four Hundred Twenty

3.1m long stand post and frame fabricated from suitable Three and Seventy

size iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm Four Paise Only.

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)...

Cautionary Warning Sign :-Providing and fixing sing

boards made out of 2mm aluminium sheet; size 90 x

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

Rs. Three Thousand

M.O.S.T.Specifications; 3.1m long stand postand frame

38 fabricated from suitable sizeiron angle of 35 x 35 x 24.00 Nos. 3722.36

3mm, 75 x 75 x 6mm as required; painted with

Thirty Six Paise Only.

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.(B)

Engineering Grade. (VR)

Providing and fixing 'W' metal double beam crash

barrier comprising of 3 mm thick corrugated sheet

metal beam rail 70 cm above road/ground level fixed on

ISMC channel vertical post 150mm x 75m x 5mm size Rs. Three Thousand

erected at 1.5Mt. center to center,1.8 m high ,1.1 m Three Hundred Fifty

below ground /road /level , all steel parts and fitments to Four and Twenty One

be galvanised by hot dip process , all fittings to confirm Paise Only.

to IS:1367 and IS 1364, metal beam rail to be fixed on

the vertical post with a spacer of chsnnel section

150x75x5 mm,330mm long complete as per clause

Providing and fixing guard stone as per I.R.C. type Rs. Three Hundred

40 design including white washing etc. complete. (i) 43.00 Nos. 349.11 Fourty Nine and

Fixing in headwall. Eleven Paise Only.

Excavation for foundation up to 1.5 M Depth including

Rs. One Hundred

sorting out and stacking of useful materials and

41 248.00 Cum 149.67 Fourty Nine and Sixty

disposing of the excavated stuff up to 50 meter lead (B)

Seven Paise Only.

Dense or Hard soil

Providing and Casting in situ controlled Cement Rs. Four Thousand

Concrete M-200 for R.C.C. Raft, Slaband cutt-off walls Two Hundred Sixteen

including necessary shuttering laying, vibrating, and Fifty Five Paise

ramming and curing complete. Only.

Filling available excavated earth in trenches plinth side Rs. One Hundred

43 of foundation in layer not exceeding 20cm in depth 24.80 Cum 130.39 Thirty and Thirty Nine

including consolidating and watering etc. complete. Paise Only.

Providing and laying compacted WBM of Grading-I

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

Rs. One Thousand

including using 16% stone screening 13.2 mm size and

Four Hundred Seventy

44 8% stone dust as filler including spreading watering & 78.10 Cum 1473.03

Three and Three Paise

consolidation by vibratory roller etc. as per MoRTH

Specification compelete as directed by Engineer - in -

Providing and laying compacted WBM of Grading-II

MCBT metal of size 53 to 22.4 mm in required layers

Rs. One Thousand Five

including using 24% stone screening 11.2 mm size and

Hundred Seventy

45 8% stone dust as filler including spreading watering & 77.80 Cum 1573.49

Three and Fourty Nine

consolidation by vibratory roller etc. as per MoRTH

Specification compelete as directed by

Engineer - in - Charge.

Providing and applying evenly Priming coat with

emulsion asphalt at the rate of 7.50 Kg/ 10 Sq.m on

Rs. Sixty One and

46 road surface using emulsion SS-1 (Hincol Made) 993.76 Sqm 61.31

Thirty One Paise Only.

pressure spreayer etc. complete including the cost of

Providing & laying bituminious grouting 37.5 mm thick

compacted in single layer asphalt VG-30 grade at

% by weight of mix for mixing and 4.0 kg/10 smt VG-

30 grade Asphalt for tack coat & using B.T. chips of

required gradation including cleaning and heating Rs. Two Thousand

asphalt, premix material by drum mix process in proper Three Hundred Twenty

gradation and laying with paver finisher including Eight and Twenty

rolling and consolidation with 8-10 tonne vibratory Eight Paise Only.

roller and providing all material equipment, tools, and

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

complete using contractor's own machinaries, drum mix

plant and paver finisher etc. complete.

Providing, laying 25mm thick compacted bituminous

carpet considering 0.66 cmt./10Smt. Stone chips for one

M.ton as per specification, using the asphalt at rate

33.60 Kg/M.ton (i.e. 3.36% by weight of total mix)and

asphalt for tack coat at rate 2.5 Kg/ 10sq.mt. including Rs. Two Thousand

heating and mixing the asphalt and stone aggregates by Nine Hundred Sixty

continuous batching of drum mix plant and transporting Six and Twenty Seven

and spreading the same by paver finisher and consoli- Paise Only.

dation with vibratory roller with necessary equipments

oil, kerosene,fire wood labour charges etc comp.with

contractor's own machineries and equipment tools etc.

complete in accordance with the requirement.

Providing and laying seal coat with B.T. aggregate

as specified using aggregate at the rate of

Cu.mt./10 Sq. mt. and bitumen grade VG-30 for mixing

with aggregate at the rate of 4.50 % i.e. 45.00 Kg. / M.T

Rs. Three Thousand

including heating & mixing in hot / drum mix plant &

One Hundred Eighty

49 transporting & sreading the same by paver finisher & 24.00 MT 3188.57

Eight and Fifty Seven

consolidation with vibratory roller incl. necessary

firewoood, oil, lubricants, labour charges etc. using

contractor's own drum mix plant, machineries &

equipment, tools etc. complete in accordance with the

requirement of specification.

Providing and laying asphalt painting on B.T. surface

with bitumen VG-30 at rate 5.00 Kg / 10.00 Sq.mt. of Rs. Thirty One and

bitumen including spreading stone dust for painting Five Paise Only.

surface at rate of 0.03 cu.mt. / 10 sq.mt.

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

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

*Estimated amount *Estimated amount

Put to tender (Rs.) Rs…55321377.9852 Put to tender (Rs.) Rs.55321377.9852

Deduct ……. % below Rs…………………… Add ……. % Avove Rs…………..

Net Rs. …………………… Total Rs. ………….

*( please strike out whichever is not applicable)

Note :- 1 An Amount shall be recovered from the 1st RA Bill of this work -1289275.16/- Rupees

towards salvage value of dismentalled material likely to be available from dismentalling the existing structure irrespective of the

dismentalled quantity actuallly received on site.

Note :- 2 All works shall be carried out as public works department Handbook and other specification of Division or as directed.

All the columns in schedule should be filled in ink or ballpen and the total of the entries in last column should be struck by the

contractor under his signature.

Rate quated include clearance of site (Prior commencement of work and at its close) in all respects and hold good for work under

all conditions,site moisture, weather etc.

The Contractor shall exhibit a board as per Government Circular No. BDG/ 3277/ 1657/ N Dated 26/1/1997 S (M.GUJ) with

Note :- 5 detailed specification and details of work and amount involved at site without any payment as directed by the Engineer-in-

Note :- 6 All controlled concrete shall be produced in a fully automatic Concrete batching and mixing plant only.

The Contractor is solely responsible to bare all applicable taxes i.e. G.S.T. etc. and Department will not entertain any contractor

representation to reimburse any financial burden due to applicable taxes i.e. G.S.T. etc. NOT APPLICABLE

Note :- 8 To be continued on additional sheet,if found necessary.

Deputy Executive Engineer Deputy Executive Engineer Executive Engineer

Panchayat (R&B) Sub Division Panchayat (R&B) Sub Division Panchayat (R&B) Division

Halol Kalol Godhra