MMGSY Year (2025-26), Construction of Minor Bridge on Dharampur Kosamkuva Road at Ch. 0/0 to 0/20, Ta: Dharampur , Dist..: Valsad

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 (₹)

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

Rupees Twenty Five

from centre line, providing and fixing necessary

1 1.00 LS 25250.00 Thousand Two

reference pillars, establishing bench marks,

Hundred Fifty Only

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.

Rupees One Hundred

Provding flood guage makrs on substructure as per

2 12.00 Sqm 159.08 Fifty Nine and Eight

deisign including painting complete

Providing and fixing marble slab including engraving

3 2.00 Nos. 1012.65 Thousand Twelve and

letters / numbers, painting complete.

Sixty Five Paise Only

Rupees Four Hundred

Providing and filling sand behind abutments and Seventy Eight and

between returns in layers as directed. Eighty Two Paise

Rupees Two Hundred

Providing masonry steps with cement pointing on

5 108.00 Nos. 224.30 Twenty Four and

approaches on both ends as directed.

Thirty Paise Only

Excavation for foundaion in sand, gravel, clay soft

soils and murrum etc. including shoring strutting Rupees Five Hundred

6 dewatering as necessary and disposing of the 207.00 Cum 501.09 One and Nine Paise

excavated stuff as directed. (A) Depth up to 3.0 M & Only

lead up to 100 m.

Excavation in Large Boulders and soft to medium rock Rupees Seven

by wedging including Shoring and Strutting and Hundred One and

dewatering as necessary and disposing of the Fifty Three Paise

Excavated stuff as directed. Only

Excavation in Hard Rock By Dry-Wet blasting and

chiselling including dewatering preparing foundation

8 base by Proper benching and stepping and disposing of 562.00 Cum 1640.07

Hundred Forty and

the Excavated stuff as directed. (A) Blasting

Seven Paise Only

Providing and casting Levelling Coarse in situ

Ordinary cement concrete M-15 for R.C.C. Raft and

9 93.00 Cum 3610.75 Hundred Ten and

cut-off walls including necessary shuttering laying,

Seventy Five Paise

vibrating, ramming and curing complete.

Providing and fixing FE 550D dowel bars of minimum

32 mm dia for anchoring by drilling holes in Rupees Five Hundred

10 foundation strata including necessary bending, hooking 303.00 Rmt 544.39 Forty Four and Thirty

of dowel bars and grouting the holes complete as per Nine Paise Only

detailed drawing and as directed.

Estimated Rates Total Amount

Estimated Rates Total Amount

Sr. No. Item Description Quantity Unit

In Figure In Words (₹)

Providing and casting in-situ controlled cement

concrete of M30 grade for RCC work for Raft and cut-

off wall including dewatering, scaffolding / centring,

shuttering, mixing, placing in position, consolidating

11 437.00 Cum 4758.11 Hundred Fifty Eight

with mechanical vibrators, curing, deshuttering

and Eleven Paise

carefully, making good the damages, fixing

embedment, inserts, pockets, wherever necessary as

per specification and drawing.

Providing and placing in position FE 550D TMT bars

Three Thousand Two

reinforcement for the following items including cutting

12 107.10 MT 73217.53 Hundred Seventeen

bending hooking and tying compleate as per detail

and Fifty Three Paise

drawings for RCC Raft.

Providing and filling trenches of Excavation in Rocky Thousand Five

13 strata with ordinary cement concreate (M15) as 57.00 Cum 3553.18 Hundred Fifty Three

directed. and Eighteen Paise

Providing and casting in situ controlled cement

concrete M30 for RCC return as per drawings

including centering shuttering scaffolding where

14 392.00 Cum 5329.77 Hundred Twenty

necessary laying vibrating curing and finishing

Nine and Seventy

complete (A) Height from 0.0 to 5.0 m.(1) Piers (2)

Seven Paise Only

Abutment (3) RCC return.

Providing and casting in situ controlled cement

concrete M30 for RCC return as per drawings

including centering shuttering scaffolding where

15 107.00 Cum 5645.90 Hundred Forty Five

necessary laying vibrating curing and finishing

and Ninety Paise

complete (A) Height from 5.0 to 10.0 m.(1) Piers (2)

Abutment (3) RCC return.

Providing and casting in-situ controlled cement

concrete of M30 grade for RCC work in pier cap,

abutment cap, dirt wall including controlled cement Rupees Five

concrete M35 bed blocks or pedestal of required size Thousand Four

below bearing as per detailed drawings centering, Hundred Eight and

shuttering, scaffolding wherever necessary, laying, Fifty Five Paise Only

vibrating, curing, finishing,complete as per

Providing and Fixing in Position FE 550D Dowel Bars Rupees Four Hundred

in Pier Caps or Abutment Caps for anchorage in fixed Thirty Five and

end as per Detail drawing Cutting, bending and Thirty One Paise

welding complete as Directed. Only

Providing and Fixing in Position FE 550D Dowel Bars Rupees Four Hundred

in Pier Caps or Abutment Caps for anchorage in fixed Ninety One and

end as per Detail drawing Cutting, bending and Eighty Seven Paise

welding complete as Directed. Only

Providing and laying filter media 600 mm thick as Thousand Two

19 directed at the back of abutments returns and wing 557.00 Sqm 1248.74 Hundred Forty Eight

walls as per detailed specifications. and Seventy Four

Providing and laying weep hole in abutment and

Rupees Eighty Four

returning by using A.C. pipes of 100 mm. diameter

20 389.00 Nos. 84.95 and Ninety Five Paise

including laying in proper grade and joining etc.

complete as per detailed specification.

Rupees Sixty and

21 Providing and laying TAR paper below solid slab 46.00 Sqm 60.60

Sixty Paise Only

Estimated Rates Total Amount

Estimated Rates Total Amount

Sr. No. Item Description Quantity Unit

In Figure In Words (₹)

Providing and casting in situ controlled cement Thousand Four

22 concrete M30 for R.C.C. Solid Slab including 288.00 Cum 5469.15 Hundred Sixty Nine

centering,Scaffolding,Curing and finishing complete. and Fifteen Paise

Providing and placing in position FE 550D TMT Bar

Rupees Seventy Two

reinforcement including cutting, bending, hooking and

23 tying complete as per detailed drawing and 31.67 MT 72601.86

Hundred One and

specification (A) Solid Slab,(B) RCC Kerb (C) RCC

Eighty Six Paise Only

Approach Slab (D) Wearing Coat.

Providing and laying of a stripseal expansion joint

catering to maximum horizontal movement up to 70 Rupees One

mm complete as per drawing and standard Thousand Seven

24 specifications to be installed by the manufacturer\ 34.00 Rmt 1733.16 Hundred Thirty Three

suppliers or their authorised reoresentative ensuring and Sixteen Paise

complience to the manufacture's instruction for Only

Providing and casting in situ controlled cement

concrete M40 for average 100 mm. thick wearing coat

25 34.00 Cum 5597.42 Hundred Ninety

laid as directed including tamping vibrating finishing

Seven and Forty Two

curing and filling in joints with bitumen complete.

Providing Crash Barrier of controlled cement concrete

M40 as per detailed with necessary reinforcement

26 30.00 Cum 5177.26 Hundred Seventy

including shuttering laying vibrating and finishing to

Seven and Twenty

line and level complete. (i) cast in situ.

Rupees One Hundred

Providing Pvc. 100 mm diameter water spouts

27 18.00 Nos. 159.37 Fifty Nine and Thirty

including necessary iron gratings as per drawings.

Seven Paise Only

Supplying and laying of Extruded Biaxial

Polypropylene Geogrid for base/sub-base

reinforcement of having minimum tensile strength Rupees One Hundred

40kN/m in the longitudinal and transverse direction Ninety Nine and

and confirming to MORTH specifications, laid in Ninety Eight Paise

layers below approach slab, above or in WMM layer of Only

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 Rupees Forty Seven

29 plastered concrete surface after cleaning the surface of 1708.00 Sqm 47.47 and Forty Seven

dirt,dust,oil,greese,efflorescence and appling paint @ 1 Paise Only

Providing and applying one coat of Epoxy phenolic

primer of DFT 50 microns and two coats of Epoxy

phenolic coating of DFT 100 microns each for RCC

Element or any other equivalent epoxy coating system

to all concrete surfaces exposed to atmosphere in

Rupees One Hundred

substructure and superstructure including cost of

30 248.00 Sqm 159.58 Fifty Nine and Fifty

material labour, transportation,scaffolding and

Eight Paise Only

preparing the surface by cleaning, washing, brushing,

sand/grit blasting etc complete and as directed by

engineer and as per specification. (Paint shall be

approved from Engineer and tested from approved

Laboratory) (Total DFT = 50+100+100 = 250 microns)

Estimated Rates Total Amount

Estimated Rates Total Amount

Sr. No. Item Description Quantity Unit

In Figure In Words (₹)

Providing fusion bonded Epoxy coating not less than Rupees Ten

175 micron thickness and up to 300 micron to Thousand One

31 reinforcement bars as per IS-13620- 1993/ASTM-775 33.00 Sqm 10162.62 Hundred Sixty Two

M including testing of coating at plant and all taxes and Sixty Two Paise

(A) 10mm to 16mm dia bar Only

Providing fusion bonded Epoxy coating not less than Rupees Seven

175 micron thickness and up to 300 micron to Thousand Two

32 reinforcement bars as per IS-13620- 1993/ASTM-775 76.00 Sqm 7296.24 Hundred Ninety Six

M including testing of coating at plant and all taxes and Twenty Four

(B) 20mm to 32 mm dia bar Paise Only

Providing and maintaining a diversion road suitable for

traffic during the construction period of the Bridge/CD

works, including necessary earthwork, 400 mm thick

33 60.00 Rmt 10493.90 Hundred Ninety

GSB-I, Carpet, Seal coat, NP4 Hume pipes of

Three and Ninety

mm dia, and diversion sign boards, all as per the

instructions of the Engineer-in-Charge, complete.

Providing and casting in situ controlled cement Thousand Two

34 concrete M30 for approach slab including form work 23.00 Cum 5297.45 Hundred Ninety

curing and finishing complete. Seven and Forty Five

Dismentaling the existing structure including removing

Hundred Nine and

35 and staking the dismentelled material as and where 140.00 Cum 909.91

Ninety One Paise

directed (A) RCC Work

Clearing and grubbing road land including uprooting Rupees Twenty Eight

trunk vegetation, grass bushes, shrubs, sapligs and Thousand Three

36 trees girth upto 300 mm removal of stumps of trees cut 0.38 Hec. 28393.04 Hundred Ninety

earlier & disposal of unserviceable material. (C) By Three and Four Paise

Mechanical means in area of light jungle. Only

Earthwork in cuting in all sorts of soil and soft murrum

including conveying and spreading the stuff, Rupees One Hundred

37 embankment as and where directed within 200meters 80.00 Cum 128.07 Twenty Eight and

from the end of the cutting with all required lead and Seven Paise Only

Earth work for embankment including breaking clods,

dressing with all lead and lift and including watering,

rolling and consolidation of subgrade in layers at Rupees One Hundred

38 O.M.C. to required dry density, including filling the 10725.00 Cum 169.44 Sixty Nine and Forty

depressing, which occurs during the process using Four Paise Only

power roller of 8 tonne to 10 tonne all as per

Supplying, Stacking, Spreading & rolling of Hard Rupees Four Hundred

Murrum on road side for hard side shoulder of work as Ninety Three and

per specification including filling the mesure boxes of Eighty Nine Paise

standard size etc. complete. Only

Providing and laying Granular Sub Base Grade I by

providing course graded material conforming to Table

400-2 of MOST specification of grading I,using Rupees Nine

40 material combination of crushed aggregate, stone dust 306.00 Cum 959.50 Hundred Fifty Nine

etc. as required gradation including spreading,watering and Fifty Paise Only

& consolidation by vibratory roller in grade and

camber as directed.

Estimated Rates Total Amount

Estimated Rates Total Amount

Sr. No. Item Description Quantity Unit

In Figure In Words (₹)

Providing, laying, spreading and compacting graded

stone aggregate to Wet Mix Macadam (WMM)

specification including premixing the material with Rupees One

water at OMC in mechanical mix plant carriage of Thousand Ninety

mixed material by tripper to site, laying in uniform Nine and Eighty Nine

layers with paver in sub base / base course on well Paise Only

prepared surface and compacting with vibratory roller

to achieve the desired density.

Providing and applying priming coat with emulsion

Rupees Ninety Five

(SS-1) at the rate of 7.50 kg/ 10 Sq.mt. including cost

42 1875.00 Sqm 95.65 and Sixty Five Paise

of asphalt and 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

% 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 Rupees Two

asphalt, premix material by drum mix process in Thousand Eight

43 proper gradation and laying with paver finisher 141.00 MT 2818.91 Hundred Eighteen

including rolling and consolidation with 8-10 tonne and Ninety One Paise

vibratory roller and providing all material equipment, Only

tools, and plants, fire wood, oil, kerosene labour

charges etc. complete using contractor's own

machinaries, drum mix plant and paver finisher etc.

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 Rupees Three

heating and mixing the asphalt and stone aggregates by Thousand Six

44 continuous batching of drum mix plant and 99.00 MT 3699.63 Hundred Ninety Nine

transporting and spreading the same by paver finisher and Sixty Three Paise

and consoli-dation with vibratory roller with necessary Only

equipments oil, kerosene,fire wood labour charges etc

comp.with contractor's own machineries and

equipment tools etc. complete in accordance with the

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 Rupees Four

Kg. / M.T including heating & mixing in hot / drum Thousand One

45 mix plant & transporting & sreading the same by paver 51.00 MT 4119.79 Hundred Nineteen

finisher & consolidation with vibratory roller incl. and Seventy Nine

necessary firewoood, oil, lubricants, labour charges Paise Only

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 of 5 Kg/10 sqmt. of Rupees Forty Five

bitumen and spreading stone dust on painting surface and Two Paise Only

at the rate of 0.03 Cu.mt /10 Sqmt.

Estimated Rates Total Amount

Estimated Rates Total Amount

Sr. No. Item Description Quantity Unit

In Figure In Words (₹)

Providing and laying 22.5 cms thick dry stone pitching

including preparing the surface with 15 cms thick

murrum beding and including watering and providing

30 cms x 30 cms rubble masonary pannel in cement

mortor 1 : 5 at 3.0 meter center to center vertically &

Hundred Twenty Six

47 Horizontally and filling the voids of rubble with quarry 1229.00 Sqm 926.17

and Seventeen Paise

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)

Supplying and fixing reinforced concrete heavy duty

non pressure pipes with collars for culverts carrying Rupees Three

heavy traffic as per IS 458-1991 specifications Thousand Four

including setting the pipes in C.M. 1:2 watering and Hundred Forty Six

laying (to level or slopes) of class NP3 of following and Fifty Paise Only

internal daimeters.(iii)900mm dia.

Providing & filling in foundation with ordinary cement

concrete M 100 mix & providing necessary vertical pin

49 3.00 Cum 3240.34 Hundred Forty and

headers including formwork, vibrating ramming and

Thirty Four Paise

curing complete.

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. Specifications; 3.1m Rupees Three

long stand postand frame fabricated from suitable Thousand Eight

50 sizeiron angle of 35 x 35 x 3mm75x75x6mm as 2.00 Nos. 3856.90 Hundred Fifty Six

required; painted with best qualityepoxy coatings in and Ninety Paise

black and whitebends. the details of symbol for Only

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.

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

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

51 frame fabricated from suitable sizeiron angle of 35 x 2.00 Nos. 3808.66

Hundred Eight and

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

Sixty 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.(A)

Engineer Grade...........................

Estimated Rates Total Amount

Estimated Rates Total Amount

Sr. No. Item Description Quantity Unit

In Figure In Words (₹)

Road Marking with hot thermoplastic paints with

reflectorising glass beads on bitumin surface providing

and laying a hot applied thermoplasic compound

mm thick including refectorising glass beads @

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

Hundred Sixty Seven

52 line/ edge line/ Cut patta. The White color marking 103.00 Sqm 367.72

and Seventy Two

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

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

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

Rupees Two Hundred

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

53 257.00 Nos. 217.40 Seventeen and Forty

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.

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

iron channel 150mm x 75m x 5mm size erected at

Mt. center to center and providing 'W' shaped Rupees Three

galvanised steel sheet guard rail 3mm thick for crash Thousand Four

54 barrier in single row as per detailed drawing with 200.00 Rmt 3468.34 Hundred Sixty Eight

fabrication and installation charges including and Thirty Four Paise

providing foundation block of size 0.60 x 0.60 x 0.75 Only

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

coat of red oxide etc complete.

Excavation for foundation upto 1.5 m depth including Rupees One Hundred

sorting out and stacking of useful materials and Forty Nine and

disposing off the excavated stuff upto 50 Meter lead. Eighty Three Paise

(B) Dense or Hard soil Only

Estimated Rates Total Amount

Estimated Rates Total Amount

Sr. No. Item Description Quantity Unit

In Figure In Words (₹)

Providing & casting in situ ordinary cement concrete Rupees Three

M 150 mix and providing necessary pinheaders Thousand Eight

56 including , shuttering scaffolding laying vibrating and 29.20 Cum 3813.76 Hundred Thirteen and

finishing without V-Grooves. (A) Heigth from 0.0 m to Seventy Six Paise

5.0 m for head wall of causeway Only

Filling available excavated earth (Excluding Rock) in

Rupees One Hundred

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

57 29.70 Cum 130.39 Thirty and Thirty

exceeding 20 cm in depth consolidating each

Nine Paise Only

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…29068768.0504 Put to tender (Rs.) Rs.29068768.0504

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

Net Rs. …………………… Total Rs. ………….

*( please strike out whichever is not applicable)

Deputy Executive Engineer,

R&B (Panchayat) Sub-Division

Note :- 1 An Amount shall be recovered from the 1st RA Bill of this work -475743.8/- Rupees

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

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

Note :- 3 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

Note :- 4 Rate quated include clearance of site (Prior commencement of work and at its close) in all respects and hold good for work

Note :- 5 The Contractor shall exhibit a board as per Government Circular No. BDG/ 3277/ 1657/ N Dated 26/1/1997 S (M.GUJ) with

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

Note :- 7 The Contractor is solely responsible to bare all applicable taxes i.e. G.S.T. etc. and Department will not entertain any contractor

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

Signatur Deputy Executive Engineer, Executive Engineer

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

Bidder Dharampur Valsad

Divisional Accountant

Panchayat (R & B) Division