Package No.5 MMGSY Year (2024-25), Construction of Minor Bridges on Jaliyapada Fofan Nishal Faliya road at ch. 1/65, Ta:Singvad, Dist:Dahod.

Bill Of Quantity

Memorandum showing items of work to be carried out

Estimated Rates

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

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

In Figure In Words

1 Carry out alignment survey work by total station including 1.00 LS 25250.00 Rs. Twenty Five

marking of centre line of the bridge and various other Thousand Two

component structures, taking ground levels and details of Hundred Fifty Only.

existing structures within 40 m from centre line, providing

and fixing necessary reference pillars, establishing bench

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.

2 Provding flood guage makrs on substructure as per deisign 10.00 Rmt 166.90 Rs. One Hundred

including painting complete Sixty Six and Ninty

3 Providing and fixing marble slab including engraving letters 2.00 Nos. 1012.65 Rs. One Thousand

/ numbers, painting complete. Twelve and Sixty

Five Paise Only.

4 Providing and filling sand behind abutments and between 148.00 Cum 478.82 Rs. Four Hundred

returns in layers as directed. Seventy Eight and

Eighty Two Paise

5 Providing masonry steps with cement pointing on 72.00 Nos. 235.99 Rs. Two Hundred

approaches on both ends as directed. Thirty Five and Ninty

Nine Paise Only.

6 Excavation for foundaion in sand, gravel, clay soft soils and 341.00 Cum 523.28 Rs. Five Hundred

murrum etc. including shoring strutting dewatering as Twenty Three and

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

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

7 Excavation in Large Boulders and soft to medium rock by 859.00 Cum 733.62 Rs. Seven Hundred

wedging including Shoring and Strutting and dewatering as Thirty Three and

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

8 Excavation in Hard Rock By Dry-Wet blasting and 800.00 Cum 1715.19 Rs. One Thousand

chiselling including dewatering preparing foundation base Seven Hundred

by Proper benching and stepping and disposing of the Fifteen and One Nine

Excavated stuff as directed. (A) Blasting Prohibited. Paise Only.

9 Providing and filling in foundation with ordinary Cement 136.00 Cum 3578.43 Rs. Three Thousand

concrete M-15 mix and providing necessary vertical pin Five Hundred

headers including formwork, vibrating, ramming and curing Seventy Eight and

complete. Fourty Three Paise

10 Providing and fixing FE 550D dowel bars of minimum 32 389.00 Rmt 545.40 Rs. Five Hundred

mm dia for anchoring by drilling holes in foundation strata Fourty Five and

including necessary bending, hooking of dowel bars and Fourty Paise Only.

grouting the holes complete as per detailed drawing and as

11 Providing and casting in-situ controlled cement concrete of 541.00 Cum 4725.79 Rs. Four Thousand

M30 grade for RCC work for Raft and cut-off wall Seven Hundred

including dewatering, scaffolding / centring, shuttering, Twenty Five and

mixing, placing in position, consolidating with mechanical Seventy Nine Paise

vibrators, curing, deshuttering carefully, making good the Only.

damages, fixing embedment, inserts, pockets, wherever

necessary as per specification and drawing.

12 Providing and placing in position FE 550D bar 58.00 MT 73858.69 Rs. Seventy Three

reinforcement for following items including cutting bending Thousand Eight

hooking and tying complete as per detailed drawing.For well Hundred Fifty Eight

:- curb, staining, cap and RCC Raft. and Sixty Nine Paise

13 Providing and filling trenches of Excavation in Rocky strata 95.00 Cum 3521.87 Rs. Three Thousand

with ordinary cement concreate (M15) as directed. Five Hundred Twenty

One and Eighty Seven

14 Providing and casting in situ controlled cement concrete 454.00 Cum 5332.80 Rs. Five Thousand

M30 for RCC return as per drawings including centering Three Hundred Thirty

shuttering scaffolding where necessary laying vibrating Two and Eighty Paise

curing and finishing complete (A) Height from 0.0 to 5.0 Only.

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

15 Providing and casting in situ controlled cement concrete 12.00 Cum 5649.94 Rs. Five Thousand

M30 for RCC return as per drawings including centering Six Hundred Fourty

shuttering scaffolding where necessary laying vibrating Nine and Ninty Four

curing and finishing complete (A) Height from 5.0 to 10.0 Paise Only.

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

16 Providing and casting in situ controlled cement concrete 94.00 Cum 5412.59 Rs. Five Thousand

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

wall including controlled cement concrete M-35 bed and Fifty Nine Paise

blocks or pedstals of required size below bearings as per Only.

detailed drawings, centering, shuttering, scaffolding,

wherever necessary, laying vibating, curing and finishing

17 Providing and laying in position FE 550D TMT bar 58.80 MT

Rs. Seventy Three

reinforcement including cutting, bending, hooking and tying Thousand Eight

complete as per detailed drawings for the following.(A) Hundred Fifty Eight

Piers (B) Abutments © R.C.C. Returns and Sixty Nine Paise

18 Providing and laying in position FE 550D TMT bar 16.00 MT 73858.69 Rs. Seventy Three

reinforcement including cutting, bending, hooking and tying Thousand Eight

complete as per detailed for the following. (A) Abutment Hundred Fifty Eight

cap & Dirt wall. (B) Pier Cap. and Sixty Nine Paise

19 Providing and Fixing in Position FE 550D Dowel Bars in 30.00 Nos. 437.33 Rs. Four Hundred

Pier Caps or Abutment Caps for anchorage in fixed end as Thirty Seven and

per Detail drawing Cutting, bending and welding complete Thirty Three Paise

as Directed. Only.

20 Providing and Fixing in Position Fe 550D Dowel Bars in 30.00 Nos. 494.90 Rs. Four Hundred

Pier Caps or Abutment Caps for anchorage in free end as per Ninty Four and Ninty

Detail drawing Cutting, bending and welding complete as Paise Only.

21 Providing and laying filter media 600 mm thick as directed 846.00 Sqm 1268.86 Rs. One Thousand

at the back of abutments returns and wing walls as per Two Hundred Sixty

detailed specifications. Eight and Eighty Six

22 Providing and laying weep hole in abutment and returning 588.00 Nos. 49.25 Rs. Fourty Nine and

by using A.C. pipes of 100 mm. diameter including laying in Twenty Five Paise

proper grade and joining etc. complete as per detailed Only.

23 Providing and laying TAR paper below solid slab 79.00 Sqm 60.60 Rs. Sixty and Sixty

24 Providing and casting in situ controlled cement concrete 384.00 Cum 5472.18 Rs. Five Thousand

M30 for R.C.C. Solid Slab including Four Hundred

centering,Scaffolding,Curing and finishing complete. Seventy Two and

Eightteen Paise Only.

25 Providing and placing in position FE 550D TMT Bar 54.46 MT 73243.02 Rs. Seventy Three

reinforcement including cutting, bending, hooking and tying Thousand Two

complete as per detailed drawing and specification (A) Solid Hundred Fourty

Slab,(B) RCC Kerb (C) RCC Approach Slab (D) Wearing Three and Two Paise

26 Providing Pre-moulded asphalt filler joints as per 40.00 Sqm 770.60 Rs. Seven Hundred

drawings.(A) 20mm thick Seventy and Sixty

27 Providing and casting in situ controlled cement concrete 43.00 Cum 5565.10 Rs. Five Thousand

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

including tamping vibrating finishing curing and filling in Five and Ten Paise

joints with bitumen complete. Only.

28 Providing Crash Barrier of controlled cement concrete M40 85.00 Cum 5147.97 Rs. Three Thousand

as per detailed with necessary reinforcement including Eight Hundred Eighty

shuttering laying vibrating and finishing to line and level Two and Fourty Four

complete. (i) cast in situ. Paise Only.

29 Providing Pvc. 100 mm diameter water spouts including 24.00 Nos. 159.37 Rs. One Hundred

necessary iron gratings as per drawings. Fifty Nine and Thirty

Seven Paise Only.

30 Supplying and laying of Extruded Biaxial Polypropylene 1417.00 Sqm 199.98 Rs. One Hundred

Geogrid for base/sub-base reinforcement of having Ninty Nine and Ninty

minimum tensile strength 40kN/m in the longitudinal and Eight Paise Only.

transverse direction and confirming to MORTH

specifications, laid in layers below approach slab, above or

in WMM layer of flexible pavement, etc. with all necessary

tools to complete the work as per drawing.

31 Providing and applying of painting on concrete surface 232.00 Sqm 47.47 Rs. Fourty Seven and

(P&L of 2 coat of water base cement paint to un plastered Fourty Seven Paise

concrete surface after cleaning the surface of Only.

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

32 Providing fusion bonded Epoxy coating not less than 175 36.00 MT 10162.62 Rs.Ten Thousand

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

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

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

33 Providing fusion bonded Epoxy coating not less than 175 84.00 MT 7296.24 Rs. Seven Thousand

micron thickness and up to 300 micron to reinforcement bars Two Hundred Ninty

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

coating at plant and all taxes (B) 20mm to 32 mm dia bar Paise Only.

34 Providing and maintaining a diversion road suitable for 50.00 Rmt 8827.40 Rs. Three Thousand

traffic during the construction period of the Bridge/CD Two Hundred Seven

works, including necessary earthwork, 400 mm thick GSB-I, and Seventy One

Seal coat , Carpet, NP4 Hume pipes of 1200 mm dia, and Paise Only.

diversion sign boards, all as per the instructions of the

Engineer-in-Charge, complete.

35 Providing and casting in situ controlled cement concrete 23.00 Cum 5264.12 0.00

M30 for approach slab including form work curing and

finishing complete.

36 Clearing and grubbing road land including uprooting trunk 0.30 Hec. 28455.09 Rs. Twenty Eight

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

300 mm removal of stumps of trees cut earlier & disposal of Hundred Fifty Five

unserviceable material. (C) By Mechanical means in area of and Nine Paise Only.

37 Earth work for embankment including breaking clods, 9709.10 Cum 182.14 Rs. One Hundred

dressing with all lead and lift and including watering, Eighty Two and

rolling and consolidation of subgrade in layers at O.M.C. to Fourteen Paise Only.

required dry density, including filling the depressing, which

occurs during the process using power roller of 8 tonne to

tonne all as per specification.

38 Supplying, stacking & spreading Hard murrum on road side 90.00 Cum 916.07 Rs. Nine Hundred

for hard side shoulder of work as per specification including Sixteen and Seven

rolling & watering complete. Paise Only.

39 Providing and laying Granular Sub Base Grade I by 608.00 Cum 1383.70 Rs. One Thousand

providing course graded material conforming to Table 400-2 Three Hundred

of MOST specification of grading I,using material Eighty Three and

combination of crushed aggregate, stone dust etc. as required Seventy Paise Only.

gradation including spreading,watering & consolidation by

vibratory roller in grade and camber as directed.

40 Providing and laying of Wet Mix Macadam base course as 975.00 Cum 1530.15 Rs. One Thousand

per MORTH specification using machine crushed B.T. chips Five Hundred Thirty

as per required gradation, mixing with required optimum and Fifteen Paise

quantity of water, conveying the mix to site of work, Only.

spreading in to grade and camber with paver/mechanical

means and consolidation each layer with vibratory roller to

aschieve the desired density including cost of material

labour plant and equipment etc. complete.

41 Providing and applying priming coat with emulsion (SS-1) 3750.00 Sqm 63.53 Rs. Sixty Three and

at the rate of 7.50 kg/ 10 Sq.mt. including cost of asphalt Fifty Three Paise

and preparing the surface heating, and applying etc. Only.

42 Providing & laying bituminious grout 37.5 mm thick 282.00 MT 2523.99 Rs. Two Thousand

compacted in single layer asphalt VG-30 grade at 1.99 % by Five Hundred Twenty

weight of mix for mixing and 4.0 kg/10 smt VG-30 grade Three and Ninty Nine

Asphalt for tack coat & using B.T. chips of required Paise Only.

gradation including cleaning and heating asphalt, premix

material by drum mix process in proper gradation and laying

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.

43 Providing, laying 25mm thick compacted bituminous carpet 197.00 MT 3170.39 Rs. Three Thousand

considering 0.66 cmt./10Smt. Stone chips for one M.ton as One Hundred Seventy

per specification, using the asphalt at rate 33.60 Kg/M.ton and Thirty Nine Paise

(i.e. 3.36% by weight of total mix)and asphalt for tack coat Only.

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

asphalt and stone aggregates by continuous batching of drum

mix plant and transporting and spreading the same by paver

finisher and consoli-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.

44 Providing and laying seal coat with B.T. aggregate as 102.00 MT 3461.27 Rs. Three Thousand

specified using aggregate at the rate of 0.18 Cu.mt./10 Sq. Four Hundred Sixty

mt. and bitumen grade VG-30 for mixing with aggregate at One and Twenty

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

mixing in hot / drum mix plant & transporting & sreading

the same by paver finisher & 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.

45 Providing and laying asphalt painting on B.T. surface with 3750.00 Sqm 34.52 Rs. Thirty Four and

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

spreading stone dust on painting surface at the rate of

Cu.mt /10 Sqmt.

46 Informatory Signs :-Providing and fixing sing boards made 2.00 Nos. 3856.90 Rs. Three Thousand

out of 2mm aluminium sheet; size 80 x 60cms. rectangle as Eight Hundred Fifty

per the design of IRC-67-1977 pre treated with phospheting Six and Ninty Paise

process & acid teching; coated with one coat of epoxyprimer Only.

and two coats of best qualityepoxy paint; reflectorised with

retro refiective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand postand frame fabricated

from suitable sizeiron angle of 35 x 35 x 3mm75x75x6mm

as required; painted with best qualityepoxy coatings in black

and whitebends. the details of symbol for eachboard shall

details of symbol for eachboard shall be as per the

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

47 Cautionary Warning Sign :-Providing and fixing sing boards 2.00 Nos. 3808.66 Rs. Three Thousand

made out of 2mm aluminium sheet; size 90 x 90 x 90 cms. Eight Hundred Eight

equilateral triangle as per design of IRC-67-1977. Pre and Sixty Six Paise

treated with phospheting process & acid etching; coated Only.

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

48 Road Marking with hot thermoplastic paints with 60.00 Sqm 367.72 Rs. Three Hundred

reflectorising glass beads on bitumin surface providing and Sixty Seven and

laying a hot applied thermoplasic compound 2.5 mm thick Seventy Two Paise

including refectorising glass beads @ 250 gms per sqm area, Only.

thickness of 2.5 mm 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/Centre line/ edge line/ Cut patta. The White color

marking should provide liminance coefficient on cement

road shall be min 130 mcd/m2/lux and 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 night time reflectivity, wet reflectivity and skid

resistance as mentioned in section-15 of IRC-2015 Warrenty

For Reflectivity shall be Two Year.

49 Cat Eye / Road Stud/RPM: Supplying of MoIded Twin 148.00 Nos. 217.40 Rs. Two Hundred

Shanks Raised Pavement Markers made of polycarbonate Seventeen and Fourty

and ABS moulded body and reflective panels with MIcro Paise Only.

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 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 +/-

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.

50 Providing and fixing 'W' type safety barrier using M.S. iron 700.00 Rmt 3354.21 Rs. Three Thousand

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

to center and providing 'W' shaped galvanised steel sheet Four and Twenty One

guard rail 3mm thick for crash barrier in single row as per Paise Only.

detailed drawing with fabrication and installation charges

including providing foundation block of size 0.60 x 0.60 x

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

coat of red oxide etc complete.

51 Excavation for foundation upto 1.5 m depth including 742.50 Cum 160.89 Rs. One Hundred

sorting out and stacking of useful materials and disposing Sixty and Eighty Nine

off the excavated stuff upto 50 Meter lead.(B) Dense or Paise Only.

52 Providing and filling in foundation with ordinary Cement 74.30 Cum 3207.71 Rs. Three Thousand

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

headers including formwork, vibrating, ramming and curing and Seventy One

complete. Paise Only.

53 Provading & casting in situ ordinary cement concrete M 729.00 Cum 3882.44 Rs. Three Thousand

150 mix and providing necessary pinheaders including , Eight Hundred Eighty

shuttering scaffolding laying vibrating and finishing without Two and Fourty Four

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

54 Filling available excavated earth (Excluding Rock) in 742.50 Cum 137.47 Rs. One Hundred

trenches, Plinth, sides of foundations etc. in layers not Thirty Seven and

exceeding 20 cm in depth consolidating each disposited Fourty Seven Paise

layer by ramming and watering. Only.

Rs. Four Corer Four Lack Twenty Three Thousand Four Hundred Sixty Four and Fifteen Paise Only.

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…40423464.15 Put to tender (Rs.) Rs.40423464.15

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 308959/- 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 detailed

specification and details of work and amount involved at site without any payment as directed by the Engineer-in-charge.

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, Divisional Accountant Executive Engineer

e of R&B (Panchayat) Sub-Division R&B (Panchayat) Division Panchayat (R&B) Division

Bidder Limkheda Dahod Dahod