MMGSY Year (2025-26) Construction of High Level Major Bridge on Mahupada Sajanvav Road at ch.0/20 to 0/40 Ta-Sagbara Dist-Narmada

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

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

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 12.00 Rmt 166.90

including painting complete

3 Providing and fixing marble slab including engraving 2.00 Nos. 1012.65

letters / numbers, painting complete.

4 Providing and filling sand behind abutments and between 359.00 Cum 478.82

returns in layers as directed.

5 Providing masonry steps with cement pointing on 100.00 Nos. 235.99

approaches on both ends as directed.

6 Excavation for foundaion in sand, gravel, clay soft soils 651.00 Cum 523.28

and murrum etc. including shoring strutting dewatering as

necessary and disposing of the excavated stuff as directed.

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

7 Excavation in Large Boulders and soft to medium rock by 1501.00 Cum 733.62

wedging including Shoring and Strutting and dewatering as

necessary and disposing of the Excavated stuff as directed.

8 Excavation in Hard Rock By Dry-Wet blasting and 1153.00 Cum 1715.19

chiselling including dewatering preparing foundation base

by Proper benching and stepping and disposing of the

Excavated stuff as directed. (A) Blasting Prohibited.

9 Providing and filling in foundation with ordinary Cement 158.00 Cum 3581.46

concrete M-15 mix and providing necessary vertical pin

headers including formwork, vibrating, ramming and curing

10 Providing and fixing FE 550D dowel bars of minimum 32 692.00 Rmt 545.40

mm dia for anchoring by drilling holes in foundation strata

including necessary bending, hooking of dowel bars and

grouting the holes complete as per detailed drawing and as

11 Providing and casting in-situ controlled cement concrete of 951.00 Cum 4649.03

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

including dewatering, scaffolding / centring, shuttering,

mixing, placing in position, consolidating with mechanical

vibrators, curing, deshuttering carefully, making good the

damages, fixing embedment, inserts, pockets, wherever

necessary as per specification and drawing.

12 Providing and placing in position FE 550D bar 103.00 MT 73858.69

reinforcement for following items including cutting

bending hooking and tying complete as per detailed

drawing.For well :- curb, staining, cap and RCC Raft.

13 Providing and filling trenches of Excavation in Rocky strata 442.00 Cum 3523.89

with ordinary cement concreate (M15) as directed.

14 Providing and casting in situ controlled cement concrete 555.00 Cum 5257.05

M30 for RCC return as per drawings including centering

shuttering scaffolding where necessary laying vibrating

curing and finishing complete (A) Height from 0.0 to

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

15 Providing and casting in situ controlled cement concrete 165.00 Cum 5569.14

M30 for RCC return as per drawings including centering

shuttering scaffolding where necessary laying vibrating

curing and finishing complete (A) Height from 5.0 to

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

16 Providing and casting in situ controlled cement concrete 5.00 Cum 6346.84

M30 for RCC return as per drawings including centering

shuttering scaffolding where necessary laying vibrating

curing and finishing complete (A) Height from 10.0 to

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

17 Providing and casting in situ controlled cement concrete 205.00 Cum 5335.83

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

dirt wall including controlled cement concrete M-35 bed

blocks or pedstals of required size below bearings as per

detailed drawings, centering, shuttering, scaffolding,

wherever necessary, laying vibating, curing and finishing

18 Providing and laying in position FE 550D TMT bar 87.00 MT 73858.69

reinforcement including cutting, bending, hooking and tying

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

Piers (B) Abutments © R.C.C. Returns

19 Providing and laying in position FE 550D TMT bar 28.00 MT 73858.69

reinforcement including cutting, bending, hooking and tying

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

cap & Dirt wall. (B) Pier Cap.

20 Providing and Fixing in Position FE 550D Dowel Bars in 54.00 Nos. 437.33

Pier Caps or Abutment Caps for anchorage in fixed end as

per Detail drawing Cutting, bending and welding complete

21 Providing and Fixing in Position Fe 550D Dowel Bars in 54.00 Nos. 494.90

Pier Caps or Abutment Caps for anchorage in free end as

per Detail drawing Cutting, bending and welding complete

22 Providing and laying filter media 600 mm thick as directed 922.00 Sqm 1268.86

at the back of abutments returns and wing walls as per

detailed specifications.

23 Providing and laying weep hole in abutment and returning 644.00 Nos. 88.76

by using A.C. pipes of 100 mm. diameter including laying

in proper grade and joining etc. complete as per detailed

24 Providing and laying TAR paper below solid slab 168.00 Sqm 60.60

25 Providing and casting in situ controlled cement concrete 767.00 Cum 5402.49

M30 for R.C.C. Solid Slab including

centering,Scaffolding,Curing and finishing complete.

26 Providing and placing in position FE 550D TMT Bar 82.56 MT 73243.02

reinforcement including cutting, bending, hooking and tying

complete as per detailed drawing and specification (A)

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

27 Providing Pre-moulded asphalt filler joints as per 72.00 Sqm 770.14

drawings.(A) 20mm thick

28 Providing and casting in situ controlled cement concrete 79.00 Cum 5488.34

M40 for average 100 mm. thick wearing coat laid as

directed including tamping vibrating finishing curing and

filling in joints with bitumen complete.

29 Providing Crash Barrier of controlled cement concrete M40 99.00 Cum 5078.28

as per detailed with necessary reinforcement including

shuttering laying vibrating and finishing to line and level

complete. (i) cast in situ.

30 Providing Pvc. 100 mm diameter water spouts including 48.00 Nos. 159.37

necessary iron gratings as per drawings.

31 Supplying and laying of Extruded Biaxial Polypropylene 1678.00 Sqm 199.98

Geogrid for base/sub-base reinforcement of having

minimum tensile strength 40kN/m in the longitudinal and

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.

32 Providing and applying of painting on concrete surface 313.00 Sqm 47.47

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

concrete surface after cleaning the surface of

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

33 Providing fusion bonded Epoxy coating not less than 175 76.00 MT 10162.62

micron thickness and up to 300 micron to reinforcement

bars as per IS-13620- 1993/ASTM-775 M including testing

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

34 Providing fusion bonded Epoxy coating not less than 175 177.00 MT 7296.24

micron thickness and up to 300 micron to reinforcement

bars as per IS-13620- 1993/ASTM-775 M including testing

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

35 Providing and maintaining a diversion road suitable for 50.00 Rmt 13352.20

traffic during the construction period of the Bridge/CD

works, including necessary earthwork, 400 mm thick GSB-

I, Seal coat , Carpet, NP4 Hume pipes of 1200 mm dia,

and diversion sign boards, all as per the instructions of the

Engineer-in-Charge, complete.

36 Providing and casting in situ controlled cement concrete 23.00 Cum 5188.37

M30 for approach slab including form work curing and

finishing complete.

37 Clearing and grubbing road land including uprooting trunk 0.37 Hec. 28455.09

vegetation, grass bushes, shrubs, sapligs and trees girth

upto 300 mm removal of stumps of trees cut earlier &

disposal of unserviceable material. (C) By Mechanical

means in area of light jungle.

38 Earth work for embankment including breaking clods, 6595.35 Cum 182.14

dressing with all lead and lift and including watering,

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

required dry density, including filling the depressing, which

39 Supplying, stacking & spreading Hard murrum on road side 34.00 Cum 1771.54

for hard side shoulder of work as per specification

including rolling & watering complete.

40 Providing and laying Granular Sub Base Grade I by 225.00 Cum 2301.79

providing course graded material conforming to Table 400-

2 of MOST specification of grading I,using material

combination of crushed aggregate, stone dust etc. as

required gradation including spreading,watering &

consolidation by vibratory roller in grade and camber as

41 Providing and laying of Wet Mix Macadam base course as 360.80 Cum 2494.70

per MORTH specification using machine crushed B.T.

chips as per required gradation, mixing with required

optimum quantity of water, conveying the mix to site of

work, 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.

42 Providing and applying priming coat with emulsion (SS-1) 1387.50 Sqm 63.73

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

and preparing the surface heating, and applying etc.

43 Providing & laying bituminious grout 37.5 mm thick 105.00 MT 3010.81

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

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

44 Providing, laying 25mm thick compacted bituminous carpet 73.00 MT 3629.94

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 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

45 Providing and laying seal coat with B.T. aggregate as 38.00 MT 3882.44

specified using aggregate at the rate of 0.18 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 including heating &

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.

46 Providing and laying asphalt painting on B.T. surface with 1387.50 Sqm 39.92

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

spreading stone dust on painting surface at the rate of

47 Providing and laying 22.5 cms thick dry stone pitching 365.90 Sqm 948.39

including preparing the surface with 15 cms thick murrum

beding and including watering and providing 30 cms x

cms rubble masonary pannel in cement mortor 1 : 5 at

meter center to center vertically & Horizontally and filling

the voids of rubble with quarry spalls and murrum

including ramming and watering with flush pointing on dry

stone pitching and uncoursed stone masonary with C.M. 1:3

(1 Cement:3 Sand) etc. complete. (Including Supplying and

Spreading Murram)

48 Supplying and fixing reinforced concrete heavy duty non- 120.00 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 evel or

slopes) of class NP3 of following internal daimeters.(vii)

49 Informatory Signs :-Providing and fixing sing boards made 2.00 Nos. 3856.90

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. 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.

50 (A) EngineerWarning

Cautionary Grade..............................

Sign :-Providing and fixing sing 2.00 Nos. 3808.66

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

51 Road Marking with hot thermoplastic paints with 116.00 Sqm 367.72

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, 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.

52 Cat Eye / Road Stud/RPM: Supplying of MoIded Twin 290.00 Nos. 217.40

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 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.

53 Providing and fixing 'W' type safety barrier using M.S. iron 120.00 Rmt 3354.21

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

to center and providing 'W' shaped galvanised steel sheet

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

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.

Rs. Five Corer Twenty Four Lack Eight Thousand Six Hundred Ninty and Sixty Nine 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…52408690.69 Put to tender (Rs.) Rs.52408690.69

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 -490077/- 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 Dediapada Narmada Narmada