Package No.3 MMGSY Year (2025-26), Construction of Minor Bridges on Sujoi Dukan Faliya Road at ch. 2/20, Ta:Dhanpur, Dist:Dahod.

Bill Of Quantity

Memorandum showing items of work to be carried out

Estimated Estimated

Sr. No. Item Description Quantity Unit Rates Rates Total Amount (₹)

Sr. No. Item Description Quantity Unit Rates Rates Total Amount (₹)

In Figure In Words

Carry out alignment survey work by total station including

marking of centre line of the bridge and various other

component structures, taking ground levels and details of

existing structures within 40 m from centre line, providing

1 and fixing necessary reference pillars, establishing bench 2.00 LS 25250.00

marks, establishing foundation layout on ground, including

submission longitudinal section, cross section and report of

survey work in three copies with soft copy in CD to Engineer-

in-charge as directed.

Provding flood guage makrs on substructure as per deisign Hundred Sixty

including painting complete Six and Ninety

Providing and fixing marble slab including engraving letters

3 4.00 Nos. 1012.65 Twelve and

/ numbers, painting complete.

Providing and filling sand behind abutments and between Seventy Eight

returns in layers as directed. and Eighty

Providing masonry steps with cement pointing on

5 172.00 Nos. 235.99 Five and

approaches on both ends as directed.

Excavation for foundaion in sand, gravel, clay soft soils and Hundred

murrum etc. including shoring strutting dewatering as Twenty Three

necessary and disposing of the excavated stuff as directed. and Twenty

(A) Depth up to 3.0 M & lead up to 100 m. Eight Paise

Excavation in Large Boulders and soft to medium rock by Hundred Thirty

7 wedging including Shoring and Strutting and dewatering as 1393.00 Cum 733.62 Three and

necessary and disposing of the Excavated stuff as directed. Sixty Two

Excavation in Hard Rock By Dry-Wet blasting and chiselling Thousand

including dewatering preparing foundation base by Proper Seven Hundred

benching and stepping and disposing of the Excavated stuff Fifteen and

as directed. (A) Blasting Prohibited. Nineteen Paise

Providing and filling in foundation with ordinary Cement

concrete M-15 mix and providing necessary vertical pin

9 217.00 Cum 3578.43 Seventy Eight

headers including formwork, vibrating, ramming and curing

Providing and fixing FE 550D dowel bars of minimum

mm dia for anchoring by drilling holes in foundation strata

10 including necessary bending, hooking of dowel bars and 634.00 Rmt 545.40

grouting the holes complete as per detailed drawing and as

Providing and casting in-situ controlled cement concrete of Rupees Four

M30 grade for RCC work for Raft and cut-off wall Thousand

including dewatering, scaffolding / centring, shuttering, Seven Hundred

11 mixing, placing in position, consolidating with mechanical 1089.00 Cum 4725.79 Twenty Five

vibrators, curing, deshuttering carefully, making good the and Seventy

damages, fixing embedment, inserts, pockets, wherever Nine Paise

necessary as per specification and drawing. Only

Providing and placing in position FE 550D bar

reinforcement for following items including cutting bending

12 101.00 MT 73858.69 Eight Hundred

hooking and tying complete as per detailed drawing.For well

Fifty Eight and

:- curb, staining, cap and RCC Raft.

Providing and filling trenches of Excavation in Rocky strata Thousand Five

with ordinary cement concreate (M15) as directed. Hundred

Providing and casting in situ controlled cement concrete Rupees Five

M30 for RCC return as per drawings including centering Thousand

14 shuttering scaffolding where necessary laying vibrating 803.00 Cum 5332.80 Three Hundred

curing and finishing complete (A) Height from 0.0 to 5.0 Thirty Two

m (1) Piers (2) Abutment (3) RCC return and Eighty

Providing and casting in situ controlled cement concrete

M30 for RCC return as per drawings including centering

15 shuttering scaffolding where necessary laying vibrating 36.00 Cum 5649.94

curing and finishing complete (A) Height from 5.0 to

m.(1) Piers (2) Abutment (3) RCC return.

Providing and casting in situ controlled cement concrete

M-30 for R.C.C. work in pier cap,abutment cap and dirt

wall including controlled cement concrete M-35 bed

16 blocks or pedstals of required size below bearings as per 133.00 Cum 5412.59

detailed drawings, centering, shuttering, scaffolding,

wherever necessary, laying vibating, curing and finishing

Providing and laying in position FE 550D TMT bar

reinforcement including cutting, bending, hooking and tying

17 76.30 MT 73858.69 Eight Hundred

complete as per detailed drawings for the following.(A) Piers

Fifty Eight and

(B) Abutments © R.C.C. Returns

Providing and laying in position FE 550D TMT bar

reinforcement including cutting, bending, hooking and tying

18 19.00 MT 73858.69 Eight Hundred

complete as per detailed for the following. (A) Abutment cap

Fifty Eight and

& Dirt wall. (B) Pier Cap.

Providing and Fixing in Position FE 550D Dowel Bars in

Pier Caps or Abutment Caps for anchorage in fixed end as

19 48.00 Nos. 437.33 Seven and

per Detail drawing Cutting, bending and welding complete as

Providing and Fixing in Position Fe 550D Dowel Bars in

Pier Caps or Abutment Caps for anchorage in free end as per

20 48.00 Nos. 494.90 Ninety Four

Detail drawing Cutting, bending and welding complete as

Providing and laying filter media 600 mm thick as directed at

21 the back of abutments returns and wing walls as per detailed 1399.00 Sqm 1268.86

specifications.

Providing and laying weep hole in abutment and returning by Rupees Forty

using A.C. pipes of 100 mm. diameter including laying in Nine and

proper grade and joining etc. complete as per detailed Twenty Five

specification. Paise Only

23 Providing and laying TAR paper below solid slab 112.00 Sqm 60.60 and Sixty Paise

Providing and casting in situ controlled cement concrete

24 M30 for R.C.C. Solid Slab including 576.00 Cum 5472.18

centering,Scaffolding,Curing and finishing complete.

Providing and placing in position FE 550D TMT Bar

reinforcement including cutting, bending, hooking and tying

25 complete as per detailed drawing and specification (A) Solid 64.16 MT 73243.02

Slab,(B) RCC Kerb (C) RCC Approach Slab (D) Wearing

Providing Pre-moulded asphalt filler joints as per

26 64.00 Sqm 770.60 Seventy and

drawings.(A) 20mm thick

Providing and casting in situ controlled cement concrete

M40 for average 100 mm. thick wearing coat laid as directed

27 68.00 Cum 5565.10 Hundred Sixty

including tamping vibrating finishing curing and filling in

joints with bitumen complete.

Providing Crash Barrier of controlled cement concrete M40 Thousand One

as per detailed with necessary reinforcement including Hundred Forty

shuttering laying vibrating and finishing to line and level Seven and

complete. (i) cast in situ. Ninety Seven

Providing Pvc. 100 mm diameter water spouts including

29 36.00 Nos. 159.37 Nine and

necessary iron gratings as per drawings.

Supplying and laying of Extruded Biaxial Polypropylene

Geogrid for base/sub-base reinforcement of having minimum

tensile strength 40kN/m in the longitudinal and transverse

30 direction and confirming to MORTH specifications, laid in 2890.00 Sqm 199.98

layers below approach slab, above or in WMM layer of

flexible pavement, etc. with all necessary tools to complete

the work as per drawing.

Providing and applying of painting on concrete surface (P&L

of 2 coat of water base cement paint to un plastered concrete

31 surface after cleaning the surface of 399.00 Sqm 47.47

dirt,dust,oil,greese,efflorescence and appling paint @ 1 lit

Providing fusion bonded Epoxy coating not less than 175 Thousand One

micron thickness and up to 300 micron to reinforcement bars Hundred Sixty

as per IS-13620- 1993/ASTM-775 M including testing of Two and Sixty

coating at plant and all taxes (A) 10mm to 16mm dia bar Two Paise

Providing fusion bonded Epoxy coating not less than 175 Thousand Two

micron thickness and up to 300 micron to reinforcement bars Hundred

as per IS-13620- 1993/ASTM-775 M including testing of Ninety Six and

coating at plant and all taxes (B) 20mm to 32 mm dia bar Twenty Four

Providing and maintaining a diversion road suitable for Rupees Eight

traffic during the construction period of the Bridge/CD Thousand

works, including necessary earthwork, 400 mm thick GSB-I, Three Hundred

Seal coat , Carpet, NP3 Hume pipes of 1200 mm dia, and Twelve and

diversion sign boards, all as per the instructions of the Thirty Paise

Engineer-in-Charge, complete. Only

Providing and casting in situ controlled cement concrete

35 M30 for approach slab including form work curing and 46.00 Cum 5264.12

finishing complete.

Dismentaling the existing structure including removing and Hundred Fifty

36 staking the dismentelled material as and where directed (A) 210.38 Cum 952.51 Two and Fifty

RCC Work One Paise

Clearing and grubbing road land including uprooting trunk

vegetation, grass bushes, shrubs, sapligs and trees girth upto

37 300 mm removal of stumps of trees cut earlier & disposal of 0.17 Hec. 28455.09

unserviceable material. (C) By Mechanical means in area of

Earth work for embankment including breaking clods,

dressing with all lead and lift and including watering, rolling

and consolidation of subgrade in layers at O.M.C. to required

38 8301.95 Cum 182.14 Eighty Two

dry density, including filling the depressing, which occurs

during the process using power roller of 8 tonne to 10 tonne

all as per specification.

Supplying, stacking & spreading Hard murrum on road side

39 for hard side shoulder of work as per specification including 50.00 Cum 969.60

rolling & watering complete.

Providing and laying Granular Sub Base Grade I by Rupees One

providing course graded material conforming to Table 400-2 Thousand Four

of MOST specification of grading I,using material Hundred Forty

combination of crushed aggregate, stone dust etc. as required Five and Thirty

gradation including spreading,watering & consolidation by One Paise

vibratory roller in grade and camber as directed. Only

Providing and laying of Wet Mix Macadam base course as

per MORTH specification using machine crushed B.T. chips Rupees One

as per required gradation, mixing with required optimum Thousand

quantity of water, conveying the mix to site of work, Three Hundred

spreading in to grade and camber with paver/mechanical Sixty Two and

means and consolidation each layer with vibratory roller to Forty Nine

aschieve the desired density including cost of material labour Paise Only

plant and equipment etc. complete.

Providing and applying priming coat with emulsion (SS-1)

42 at the rate of 7.50 kg/ 10 Sq.mt. including cost of asphalt and 2062.50 Sqm 63.43

preparing the surface heating, and applying etc. complete.

Providing & laying bituminious grout 37.5 mm thick

compacted in single layer asphalt VG-30 grade at 1.99 % 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 asphalt, premix

43 material by drum mix process in proper gradation and laying 155.00 MT 2457.33

with paver finisher including rolling and consolidation with 8-

10 tonne vibratory 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 Rupees Three

at rate 2.5 Kg/ 10sq.mt. including heating and mixing the Thousand Fifty

44 asphalt and stone aggregates by continuous batching of drum 109.00 MT 3053.23 Three and

mix plant and transporting and spreading the same by paver Twenty Three

finisher and consoli-dation with vibratory roller with Paise Only

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 0.18 Cu.mt./10 Sq.

mt. and bitumen grade VG-30 for mixing with aggregate at Rupees Three

the rate of 4.50 % i.e. 45.00 Kg. / M.T including heating & Thousand

mixing in hot / drum mix plant & transporting & sreading the Three Hundred

same by paver finisher & consolidation with vibratory roller Sixteen and

incl. necessary firewoood, oil, lubricants, labour charges etc. Eighty Four

using contractor's own drum mix plant, machineries & Paise Only

equipment, tools etc. complete in accordance with the

requirement of specification.

Providing and laying asphalt painting on B.T. surface with Rupees Thirty

bitumen VG-30 at rate of 5 Kg/10 sqmt. of bitumen and Two and

spreading stone dust on painting surface at the rate of 0.03 Seventy One

Cu.mt /10 Sqmt. Paise Only

Informatory Signs :-Providing and fixing sing boards made

out 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 refiective sheeting as per latest M.O.S.T. Rupees Three

Specifications; 3.1m long stand postand frame fabricated Thousand

from suitable sizeiron angle of 35 x 35 x 3mm75x75x6mm Eight Hundred

as required; painted with best qualityepoxy coatings in black Fifty Six and

and whitebends. the details of symbol for eachboard shall Ninety Paise

details of symbol for eachboard shall be as per the Only

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

Cautionary Warning Sign :-Providing and fixing sing boards

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 Rupees Three

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

48 fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 2.00 Nos. 3808.66 Eight Hundred

x 75 x 6mm as required; painted with bestquality epoxy Eight and Sixty

coatings in black andwhite bends. The details of symbol Six Paise Only

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

Road Marking with hot thermoplastic paints with

reflectorising glass beads on bitumin surface providing and

laying a hot applied thermoplasic compound 2.5 mm thick

including refectorising glass beads @ 250 gms per sqm area,

thickness of 2.5 mm is excluding of surface applied glass

beds as per IRC:35-2015. The finished surface to be level, Rupees Three

uniform and free from streaks and holes. Zebra patta/bump Hundred Sixty

49 Patta lane/Centre line/ edge line/ Cut patta. The White color 139.00 Sqm 367.72 Seven and

marking should provide liminance coefficient on cement Seventy Two

road shall be min 130 mcd/m2/lux and Ashphalt road shall Paise Only

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 section-15 of IRC-2015 Warrenty For

Reflectivity shall be Two Year.

Cat Eye / Road Stud/RPM: Supplying of MoIded Twin

Shanks Raised Pavement Markers made of polycarbonate

and ABS moulded body and reflective panels with MIcro

prismatic lens (No Glass bead lens) capable of providing

total internal reflection of the light entering the lens face and

shall support a load of 13635 kgs. tested in accordance to

ASTM D 4280 Type H and complying to Specifications of

Category A of MORTH Ci,cular No RW/NH/33023/10-97-

DO III Dt 11.06. 1997. The height, width and length shall

not exceed 20 mm, 130 mm and 130 mm and with minimum

50 347.00 Nos. 217.40 Seventeen and

reflective area of 13 Sqcm on each side and andd slope to the

base shall be 35 +/-5 degree. The strength of detachment of

the integrated cylindrical shanks, (of diameter not less than

19 +/- 2 mm and height not less than 30 +/- 2 mm) from the

body is ro be a ninimum value of 500 Kgf: Fixing will be by

drilling holes on the road for the Shanks to go inside,

Without nails and using epoxy resin based adhesive as per

manufacrurer's recommendation and The color of the marker

should be as per he IRC 35-201S and as directed by

Engineer-In-charge.

Providing and fixing 'W' type safety barrier using M.S. iron

channel 150mm x 75m x 5mm size erected at 2.0 Mt. center Rupees Three

to center and providing 'W' shaped galvanised steel sheet Thousand

guard rail 3mm thick for crash barrier in single row as per Three Hundred

detailed drawing with fabrication and installation charges Fifty Four and

including providing foundation block of size 0.60 x 0.60 x Twenty One

0.75 Mt. in C.C. 1:2:4 and oil painting two coats with one Paise Only

coat of red oxide etc complete.

Excavation for foundation upto 1.5 m depth including sorting Hundred Sixty

52 out and stacking of useful materials and disposing off the 99.00 Cum 160.89 and Eighty

excavated stuff upto 50 Meter lead.(B) Dense or Hard soil Nine Paise

Providing and filling in foundation with ordinary Cement Thousand Two

concrete M-100 mix and providing necessary vertical pin Hundred Seven

headers including formwork, vibrating, ramming and curing and Seventy

complete. One Paise

Provading & casting in situ ordinary cement concrete M Thousand

150 mix and providing necessary pinheaders including , Seven Hundred

54 shuttering scaffolding laying vibrating and finishing without 97.20 Cum 3784.47 Eighty Four

V-Grooves. (A) Heigth from 0.0 m to 5.0m for head wall of and Forty

causeway Seven Paise

Filling available excavated earth (Excluding Rock) in

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

55 99.00 Cum 137.47 Seven and

exceeding 20 cm in depth consolidating each disposited layer

by ramming and watering.

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…48826337.9713 Put to tender (Rs.) Rs.48826337.9713

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 518083.8/- 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.

Note :- 7 To be continued on additional sheet,if found necessary.

Signatur Deputy Executive Engineer,

e of R&B (Panchayat) Sub-Division

Bidder Limkheda