MMGSY Year (2024-25), Construction of Minor Bridges on Shahera Nandarva Sajivav Boryavi Nada Amodpura Randhikpur Valagota road at ch. 4/20, Ta:Singvad, Dist:Dahod

Name of Work:- 'MMGSY Year (2024-25), Construction of Minor Bridges on Shahera Nandarva Sajivav Boryavi Nada

Amodpura Randhikpur Valagota road at ch. 4/20, Ta:Singvad, Dist:Dahod

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 1.00 LS 25250.00 Rupees Twenty

including marking of centre line of the bridge Five Thousand

and various other component structures, taking Two Hundred

ground levels and details of existing structures Fifty Only

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 8.00 Sqm 166.90 Rupees One

per deisign including painting complete Hundred Sixty Six

and Ninety Paise

3 Providing and fixing marble slab including 2.00 Nos. 1012.65 Rupees One

engraving letters / numbers, painting complete. Thousand Twelve

4 Providing and filling sand behind abutments and 275.00 Cum 478.82 Rupees Four

between returns in layers as directed. Hundred Seventy

Eight and Eighty

5 Providing masonry steps with cement pointing 104.00 Nos. 235.99 Rupees Two

on approaches on both ends as directed. Hundred Thirty

Five and Ninety

Nine Paise Only

6 Excavation for foundaion in sand, gravel, clay 162.00 Cum 523.28 Rupees Five

soft soils and murrum etc. including shoring Hundred Twenty

strutting dewatering as necessary and disposing Three and Twenty

of the excavated stuff as directed. (A) Depth up Eight Paise Only

to 3.0 M & lead up to 100 m.

7 Excavation in Large Boulders and soft to 636.00 Cum 733.62 Rupees Seven

medium rock by wedging including Shoring and Hundred Thirty

Strutting and dewatering as necessary and Three and Sixty

disposing of the Excavated stuff as directed. Two Paise Only

8 Excavation in Hard Rock By Dry-Wet blasting 370.00 Cum 1715.19 Rupees One

and chiselling including dewatering preparing Thousand Seven

foundation base by Proper benching and Hundred Fifteen

stepping and disposing of the Excavated stuff as and Nineteen

directed. (A) Blasting Prohibited. Paise Only

9 Excavation for foundation upto 1.5 m depth 594.00 Cum 160.89 Rupees One

including sorting out and stacking of useful Hundred Sixty and

materials and disposing off the excavated stuff Eighty Nine Paise

upto 50 Meter lead.(B) Dense or Hard soil Only

10 Providing and filling in foundation with ordinary 25.00 Cum 3578.43 Rupees Three

Cement concrete M-15 mix and providing Thousand Five

necessary vertical pin headers including Hundred Seventy

formwork, vibrating, ramming and curing Eight and Forty

complete. Three Paise Only

11 Providing and fixing HYSD/TMTdowel bars of 202.00 Rmt 545.40 Rupees Five

minimum 32 mm dia for anchoring by drilling Hundred Forty

holes in foundation strata including necessary Five and Forty

bending, hooking of dowel bars and grouting the Paise Only

holes complete as per detailed drawing and as

12 Providing and casting in-situ controlled cement 315.00 Cum 4725.79 Rupees Four

concrete of M30 grade for RCC work for Raft Thousand Seven

and cut-off wall including dewatering, Hundred Twenty

scaffolding / centring, shuttering, mixing, Five and Seventy

placing in position, consolidating with Nine Paise Only

mechanical vibrators, curing, deshuttering

carefully, making good the damages, fixing

embedment, inserts, pockets, wherever necessary

as per specification and drawing.

13 Providing and placing in position FE 550D bar 74.00 MT 73858.69 Rupees Seventy

reinforcement for following items including Three Thousand

cutting bending hooking and tying complete as Eight Hundred

per detailed drawing.For well :- curb, staining, Fifty Eight and

cap and RCC Raft, (A) Piers (B) Abutments (C) Sixty Nine Paise

R.C.C. Returns (D) Abutment cap and Dirt wall Only

14 Providing and filling trenches of Excavation in 45.00 Cum 3521.87 Rupees Three

Rocky strata with ordinary cement concreate Thousand Five

(M15) as directed. Hundred Twenty

15 Providing and casting in situ controlled cement 242.00 Cum 5332.80 Rupees Five

concrete M30 for RCC return as per drawings Thousand Three

including centering shuttering scaffolding where Hundred Thirty

necessary laying vibrating curing and finishing Two and Eighty

complete (A) Height from 0.0 to 5.0 m.(1) Piers Paise Only

(2) Abutment (3) RCC return.

16 Providing and casting in situ controlled cement 42.00 Cum 5649.94 Rupees Five

concrete M30 for RCC return as per drawings Thousand Six

including centering shuttering scaffolding where Hundred Forty

necessary laying vibrating curing and finishing Nine and Ninety

complete (A) Height from 5.0 to 10.0 m.(1) Piers Four Paise Only

(2) Abutment (3) RCC return.

17 Providing and casting in-situ controlled cement 30.00 Cum 5412.59 Rupees Five

concrete of M30 grade for RCC work in pier Thousand Four

cap, abutment cap, dirt wall including controlled Hundred Twelve

cement concrete M35 bed blocks or pedestal of and Fifty Nine

required size below bearing as per detailed Paise Only

drawings centering, shuttering, scaffolding

wherever necessary, laying, vibrating, curing,

finishing,complete as per specification.

18 Providing and laying filter media 600 mm thick 344.00 Sqm 1268.86 Rupees One

as directed at the back of abutments returns and Thousand Two

wing walls as per detailed specifications. Hundred Sixty

Eight and Eighty

19 Providing and laying weep hole in abutment and 378.00 Nos. 49.25 Rupees Forty Nine

returning by using A.C. pipes of 100 mm. and Twenty Five

diameter including laying in proper grade and Paise Only

joining etc. complete as per detailed

20 Providing and casting in situ controlled cement 90.00 Cum 6007.48 Rupees Six

concrete M30 for R.C.C. work in superstructure Thousand Seven

including centering , ramming, vibrating curing and Forty Eight

and finishing complete. (A) T. beam and deck Paise Only

slab type of superstructure. (i) Deck slabs

(ii) Main and cross girder.

21 Providing and placing in position FE 550D TMT 15.00 MT 74728.50 Rupees Seventy

bar reinforcement including cutting, bending, Four Thousand

hooking, and tying complete as per detailed Seven Hundred

drawing.(B) T-Beam and Deck slab type of Twenty Eight and

superstructure (I) Deck slab (II) Main and cross Fifty Paise Only

22 Providing and laying of a stripseal expansion 17.00 Rmt 1733.16 Rupees One

joint catering to maximum horizontal movement Thousand Seven

up to 70 mm complete as per drawing and Hundred Thirty

standard specifications to be installed by the Three and Sixteen

manufacturer\ suppliers or their authorised Paise Only

reoresentative ensuring complience to the

manufacture's instruction for installation.

23 Providing and casting in situ controlled cement 21.00 Cum 5565.10 Rupees Five

concrete M40 for average 100 mm. thick Thousand Five

wearing coat laid as directed including tamping Hundred Sixty

vibrating finishing curing and filling in joints Five and Ten Paise

with bitumen complete. Only

24 Providing Crash Barrier of controlled cement 17.00 Cum 5147.97 Rupees Five

concrete M40 as per detailed with necessary Thousand One

reinforcement including shuttering laying Hundred Forty

vibrating and finishing to line and level Seven and Ninety

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

25 Providing and fixing in position FE500D TMT 6.90 MT 73243.02 Rupees Seventy

bars reinforcement including cutting, bending, Three Thousand

hooking and tying complete as per detailed Two Hundred

drawings.(A) RCC Kerb.(C) RCC Approch Slab Forty Three and

(D) Wearing Coat. Two Paise Only

26 Providing Pvc. 100 mm diameter water spouts 6.00 Nos. 159.37 Rupees One

including necessary iron gratings as per Hundred Fifty

drawings. Nine and Thirty

Seven Paise Only

27 Supplying and laying of Extruded Biaxial 1577.00 Sqm 199.98 Rupees One

Polypropylene Geogrid for base/sub-base Hundred Ninety

reinforcement of having minimum tensile Nine and Ninety

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.

28 Providing and applying of painting on concrete 17.00 Sqm 47.47 Rupees Forty

surface (P&L of 2 coat of water base cement Seven and Forty

paint to un plastered concrete surface after Seven Paise Only

cleaning the surface of

dirt,dust,oil,greese,efflorescence and appling

paint @ 1 lit for 2 sqm.

29 Providing fusion bonded Epoxy coating not less 23.00 MT 10162.62 Rupees Ten

than 175 micron thickness and up to 300 micron Thousand One

to reinforcement bars as per IS-13620- Hundred Sixty

1993/ASTM-775 M including testing of coating Two and Sixty

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

30 Providing fusion bonded Epoxy coating not less 54.00 MT 7296.24 Rupees Seven

than 175 micron thickness and up to 300 micron Thousand Two

to reinforcement bars as per IS-13620- Hundred Ninety

1993/ASTM-775 M including testing of coating Six and Twenty

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

31 Providing and maintaining a diversion road 30.00 Rmt 8080.00 Rupees Eight

suitable for traffic during the construction period Thousand Eighty

of the Bridge/CD works, including necessary Only

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.

32 Providing and casting in situ controlled cement 23.00 Cum 5264.12 Rupees Five

concrete M30 for approach slab including form Thousand Two

work curing and finishing complete. Hundred Sixty

Four and Twelve

33 Dismentaling the existing structure including 549.00 Cum 418.97 Rupees Four

removing and stacking the dismentelled Hundred Eighteen

materials as and where directed. (B) Rubble and Ninety Seven

Masonry Paise Only

34 Dismentaling the existing structure including 42.00 Cum 952.51 Rupees Nine

removing and stacking the dismentelled Hundred Fifty

materials as and where directed. (A) R.C.C. Two and Fifty One

work Paise Only

35 Clearing and grubbing road land including 0.06 Hec. 28455.09 Rupees Twenty

uprooting trunk vegetation, grass bushes, shrubs, Eight Thousand

sapligs and trees girth upto 300 mm removal of Four Hundred

stumps of trees cut earlier & disposal of Fifty Five and

unserviceable material. (C) By Mechanical Nine Paise Only

means in area of light jungle.

36 Earth work for embankment including breaking 2422.75 Cum 182.14 Rupees One

clods, dressing with all lead and lift and Hundred Eighty

including watering, rolling and consolidation of Two and Fourteen

subgrade in layers at O.M.C. to required dry Paise Only

density, including filling the depressing, which

occurs during the process using power roller of

tonne to 10 tonne all as per specification.

37 Earthwork in cuting in all sorts of soil and soft 65.00 Cum 130.94 Rupees One

murrum including conveying and spreading the Hundred Thirty

stuff, embankment as and where directed within and Ninety Four

200meters from the end of the cutting with all Paise Only

required lead and lift.

38 Supplying, stacking & spreading Hard murrum 19.00 Cum 840.32 Rupees Eight

on road side for hard side shoulder of work as Hundred Forty and

per specification including rolling & watering Thirty Two Paise

39 Construction of granular sub-base Gr-I by 128.00 Cum 1295.83 Rupees One

providing coarse graded B.T. machine crushed Thousand Two

material satisfying MOST specification of Hundred Ninety

(grading I) using materials (53 mm to 26.5 mm@ Five and Eighty

35 percent, 26.5 mm to 4.75 mm @ 45 percent, Three Paise Only

2.36 mm below @ 20 percent) including

spreading in uniform layer with motor grader on

prepared surface, mixing by mix in place method

with rotavator at OMC and compacting with

vibratory roller to achieve the desired density

40 Providing, laying, spreading and compacting 204.80 Cum 1439.25 Rupees One

graded stone aggregate to Wet Mix Macadam Thousand Four

(WMM) specification including premixing the Hundred Thirty

material with water at OMC in mechanical mix Nine and Twenty

plant carriage of mixed material by tripper to Five Paise Only

site, laying in uniform layers with paver in sub

base / base course on well prepared surface and

compacting with vibratory roller to achieve the

desired density.

41 Providing and applying priming coat with 787.50 Sqm 61.11 Rupees Sixty One

emulsion (SS-1) at the rate of 7.50 kg/ 10 Sq.mt. and Eleven Paise

including cost of asphalt and preparing the Only

surface heating, and applying etc. complete.

42 Providing & laying bituminious base course 60.00 MT 2326.03 Rupees Two

37.50 mm thick compacted in layer asphalt VG- Thousand Three

30 grade at 1.99 % by weight of mix for mixing Hundred Twenty

and 4.0 kg/10 smt asphalt (RS-1) for tack coat & Six and Three

using B.T. chips of required gradation including Paise Only

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

43 Providing, laying 25mm thick compacted 42.00 MT 2893.65 Rupees Two

bituminous carpet considering 0.66 cmt./10Smt. Thousand Eight

Stone chips for one M.ton as per specification, Hundred Ninety

using the asphalt at rate 33.60 Kg/M.ton (i.e. Three and Sixty

3.36% by weight of total mix)and asphalt for Five Paise Only

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

44 Providing and laying seal coat with B.T. 22.00 MT 3143.12 Rupees Three

aggregate as specified using aggregate at the rate Thousand One

of 0.18 Cu.mt./10 Sq. mt. and bitumen grade Hundred Forty

VG-30 for mixing with aggregate at the rate of Three and Twelve

4.50 % i.e. 45.00 Kg. / M.T including heating & 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

45 Providing and laying asphalt painting on B.T. 787.50 Sqm 31.28 Rupees Thirty One

surface with bitumen VG-30 at rate of 5 Kg/10 and Twenty Eight

sqmt. of bitumen and spreading stone dust on Paise Only

painting surface at the rate of 0.03 Cu.mt /10

46 Informatory Signs :-Providing and fixing sing 2.00 Nos. 3856.90 Rupees Three

boards made out of 2mm aluminium sheet; size Thousand Eight

80 x 60cms. rectangle as per the design of IRC- Hundred Fifty Six

67-1977 pre treated with phospheting process & and Ninety Paise

acid teching; coated with one coat of Only

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. (A) Engineer Grade..............................

47 Cautionary Warning Sign :-Providing and fixing 2.00 Nos. 3808.66 Rupees Three

sing boards made out of 2mm aluminium sheet; Thousand Eight

size 90 x 90 x 90 cms. equilateral triangle as per Hundred Eight and

design of IRC-67-1977. Pre treated with Sixty Six Paise

phospheting process & acid etching; coated with Only

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

48 Road Marking with hot thermoplastic paints with 50.00 Sqm 367.72 Rupees Three

reflectorising glass beads on bitumin surface Hundred Sixty

providing and laying a hot applied thermoplasic Seven and Seventy

compound 2.5 mm thick including refectorising Two Paise Only

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

49 Cat Eye / Road Stud/RPM: Supplying of MoIded 123.00 Nos. 217.40 Rupees Two

Twin Shanks Raised Pavement Markers made of Hundred

polycarbonate and ABS moulded body and Seventeen and

reflective panels with MIcro prismatic lens (No Forty Paise Only

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

+/-5 degree. The strength of detachment of the

integrated cylindrical shanks, (of diameter not

less than 19 +/- 2 mm and height not less than

+/- 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.

50 Providing and fixing 'W' type safety barrier using 140.00 Rmt 3354.21 Rupees Three

M.S. iron channel 150mm x 75m x 5mm size Thousand Three

erected at 2.0 Mt. center to center and providing Hundred Fifty

'W' shaped galvanised steel sheet guard rail 3mm Four and Twenty

thick for crash barrier in single row as per One 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

51 Providing and casting Levelling Coarse in situ 36.00 Cum 3651.84 Rupees Three

Ordinary cement concrete M-15 for R.C.C. Raft Thousand Six

and cut-off walls including necessary shuttering Hundred Fifty One

laying, vibrating, ramming and curing complete. and Eighty Four

52 Providing and filling in foundation with ordinary 59.40 Cum 3207.71 Rupees Three

Cement concrete M-100 mix and providing Thousand Two

necessary vertical pin headers including Hundred Seven

formwork, vibrating, ramming and curing and Seventy One

complete. Paise Only

53 Provading & casting in situ ordinary cement 627.00 Cum 3784.47 Rupees Three

concrete M 150 mix and providing necessary Thousand Seven

pinheaders including , shuttering scaffolding Hundred Eighty

laying vibrating and finishing without V- Four and Forty

Grooves. (A) Heigth from 0.0 m to 5.0m for Seven Paise Only

head wall of causeway

54 Filling available excavated earth (Excluding 594.00 Cum 137.47 Rupees One

Rock) in trenches, Plinth, sides of foundations Hundred Thirty

etc. in layers not exceeding 20 cm in depth Seven and Forty

consolidating each disposited layer by ramming Seven 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…19540819.2574 Put to tender (Rs.) Rs.19540819.2574

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 -180180/- 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)

Note :- 5 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 Engineer Executive Engineer

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

Bidder Limkheda Dahod