Widening and Strengthening of Sureshwar to Dhareshwar Road (VR) Km.0/000 to 6/000 Ta:- Gondal Dist:- Rajkot

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 from centre line, providing Rs. Twenty Five

1 and fixing necessary reference pillars, establishing bench 1.00 LS 25250.00 Thousand Two

marks, establishing foundation layout on ground, including Hundred Fifty Only.

submission longitudinal section, cross section and report of

survey work in three copies with soft copy in CD to

Engineer-in-charge as directed.

Rs. One Hundred

Provding flood guage makrs on substructure as per deisign

2 32.00 Sqm 159.08 Fifty Nine and Eight

including painting complete

Rs. One Thousand

Providing and fixing marble slab including engraving letters

3 2.00 Nos. 1012.65 Twelve and Sixty

/ numbers, painting complete.

Five Paise Only.

Rs. Four Hundred

Providing and filling sand behind abutments and between

4 227.00 Cum 480.41 Eighty and Fourty

returns in layers as directed.

One Paise Only.

Rs. Two Hundred

Providing masonry steps with cement pointing on

5 104.00 Nos. 219.52 One Nine and Fifty

approaches on both ends as directed.

Two Paise Only.

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

murrum etc. including shoring strutting dewatering as Eighty Six and

necessary and disposing of the excavated stuff as directed. Seventy Seven Paise

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

Rs. Six Hundred

Excavation in Large Boulders and soft to medium rock by

7 wedging including Shoring and Strutting and dewatering as 2627.00 Cum 682.44

Fourty Four Paise

necessary and disposing of the Excavated stuff as directed.

Excavation in Hard Rock By Dry-Wet blasting and Rs. One Thousand

chiselling including dewatering preparing foundation base Five Hundred Ninty

by Proper benching and stepping and disposing of the Five and Fifty Three

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

Providing and casting Levelling Coarse in situ Ordinary Rs. Three Thousand

cement concrete M-15 for R.C.C. Raft and cut-off walls Six Hundred

including necessary shuttering laying, vibrating, ramming Seventeen and Thirty

and curing complete. Three Paise Only.

Providing and fixing HYSD/TMTdowel bars of minimum

Rs. Four Hundred

32 mm dia for anchoring by drilling holes in foundation

Fourty Eight and

10 strata including necessary bending, hooking of dowel bars 1628.00 Rmt 448.27

Twenty Seven Paise

and grouting the holes complete as per detailed drawing and

Providing and casting in-situ controlled cement concrete of

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

Rs. Four Thousand

including dewatering, scaffolding / centring, shuttering,

Six Hundred Eighty

11 mixing, placing in position, consolidating with mechanical 2162.00 Cum 4687.41

Seven and Fourty

vibrators, curing, deshuttering carefully, making good the

One Paise Only.

damages, fixing embedment, inserts, pockets, wherever

necessary as per specification and drawing.

Providing and placing in position FE 500D bar

Rs. Seventy Three

reinforcement for following items including cutting bending

hooking and tying complete as per detailed drawing.For well

12 625.40 MT 73217.53 Hundred Seventeen

:- curb, staining, cap and RCC Raft, (A) Piers (B)

and Fifty Three Paise

Abutments (C) R.C.C. Returns (D) Abutment cap and Dirt

wall (E) Pier cap.

Rs. Three Thousand

Providing and filling trenches of Excavation in Rocky strata Five Hundred Ninty

with ordinary cement concreate (M15) as directed. Eight and Sixty Three

Providing and casting in situ controlled cement concrete

Rs. Five Thousand

M30 for RCC return as per drawings including centering

Two Hundred Fifty

14 shuttering scaffolding where necessary laying vibrating 1393.00 Cum 5259.07

Nine and Seven Paise

curing and finishing complete (A) Height from 0.0 to

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

Providing and casting in situ controlled cement concrete

Rs. Five Thousand

M30 for RCC return as per drawings including centering

15 shuttering scaffolding where necessary laying vibrating 384.00 Cum 5571.16

Seventy One and

curing and finishing complete (A) Height from 5.0 to

Sixteen Paise Only.

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 Rs. Four Thousand

wall including controlled cement concrete M40 bed blocks Eight Hundred

16 or pedestal of required size below bearing as per detailed 1029.00 Cum 4874.26 Seventy Four and

drawings centering, shuttering, scaffolding wherever Twenty Six Paise

necessary, laying, vibrating, curing, finishing,complete as Only.

per specification.

Providing and Fixing in Position Mild steel Dowel Bars in Rs. Three Hundred

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

per Detail drawing Cutting, bending and welding complete Eighty Eight Paise

as Directed. Only.

Providing and Fixing in Position Mild steel Dowel Bars in

Rs. Three Hundred

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

18 120.00 Nos. 396.27 Ninty Six and Twenty

Detail drawing Cutting, bending and welding complete as

Seven Paise Only.

Rs. Sixty and Sixty

19 Providing and laying TAR paper below solid slab 288.00 Sqm 60.60

Rs. Five Thousand

Providing and casting in situ controlled cement concrete

Four Hundred Four

20 M30 for R.C.C. Solid Slab including 1820.00 Cum 5404.51

and Fifty One Paise

centering,Scaffolding,Curing and finishing complete.

Providing and placing in position FE 500D TMT Bar Rs. Seventy Two

reinforcement including cutting, bending, hooking and tying Thousand Six

21 complete as per detailed drawing and specification (A) Solid 221.00 MT 72601.86 Hundred One and

Slab,(B) RCC Kerb (C) RCC Approach Slab (D) Wearing Eighty Six Paise

Providing and laying of a stripseal expansion joint catering

to maximum horizontal movement up to 70 mm complete as Rs. One Thousand

per drawing and standard specifications to be installed by Seven Hundred

the manufacturer\ suppliers or their authorised Twenty Four and

reoresentative ensuring complience to the manufacture's Seven Paise Only.

instruction for installation.

Providing and casting in situ controlled cement concrete Rs. Five Thousand

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

including tamping vibrating finishing curing and filling in Six and Seventy Two

joints with bitumen complete. Paise Only.

Providing Crash Barrier of controlled cement concrete M40 Rs. Five Thousand

as per detailed with necessary reinforcement including One Hundred

shuttering laying vibrating and finishing to line and level Thirteen and Sixty

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

Rs. One Hundred

Providing Pvc. 100 mm diameter water spouts including

25 114.00 Nos. 159.37 Fifty Nine and Thirty

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 40kN/m in the longitudinal and transverse Rs. One Hundred

26 direction and confirming to MORTH specifications, laid in 1523.00 Sqm 197.96 Ninty Seven and

layers below approach slab, above or in WMM layer of Ninty Six Paise 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 plastered Rs. Fourty Three and

27 concrete surface after cleaning the surface of 2624.00 Sqm 43.43 Fourty Three Paise

dirt,dust,oil,greese,efflorescence and appling paint @ 1 lit 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 substructure and superstructure Rs. One Hundred

28 including cost of material labour, transportation,scaffolding 2624.00 Sqm 166.65 Sixty Six and Sixty

and preparing the surface by cleaning, washing, brushing, Five Paise Only.

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

Rs. One Thousand

Providing and laying filter media 600 mm thick as directed

One Hundred Eighty

29 at the back of abutments returns and wing walls as per 1207.00 Sqm 1180.34

and Thirty Four Paise

detailed specifications.

Providing and laying weep hole in abutment and returning

Rs. Eighty Two and

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

30 843.00 Nos. 82.57 Fifty Seven Paise

proper grade and joining etc. complete as per detailed

Rs.Five Thousand

Providing and casting in situ controlled cement concrete Two Hundred

31 M30 for approach slab including form work curing and 23.00 Cum 5226.75 Twenty Six and

finishing complete. Seventy Five Paise

Dismentaling the existing structure including removing and Rs. Eight Hundred

32 staking the dismentelled material as and where directed (A) 175.00 Cum 886.05 Eighty Six and Five

RCC Work Paise Only.

Clearing and grubbing road land including uprooting trunk

Rs. Twenty Eight

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

33 300 mm removal of stumps of trees cut earlier & disposal of 0.67 Hec. 28393.04

Hundred Ninty Three

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

and Four Paise Only.

Earthwork in cutting including preparing the slope and

Rs. Two Hundred

camber and stacking or utilising the cutting stuff in bank as

34 96.00 Cum 264.06 Sixty Four and Six

directed upto 200 Meters from the end of cutting with all

lead and lift. (ii) Soft rock not requiring blasting.

Earth work for embankment including breaking clods,

dressing with all lead and lift and including watering,

Rs. One Hundred

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

35 10635.00 Cum 152.51 Fifty Two and Fifty

required dry density, including filling the depressing, which

One Paise Only.

occurs during the process using power roller of 8 tonne to

tonne all as per specification.

Consructing of granular sub-base Gr-II by providing course

graded B.T. machine crushed material satisfying MOST

specification of (grading II) using materials (26.5 mm to

Rs. Seven Hundred

mm@ 75 percent, 2.36 mm below @ 25 percent) including

36 397.00 Cum 752.45 Fifty Two and Fourty

spreading in uniform layer with motor grader on prepared

Five Paise Only.

surface, mixing by mix in place method with rotavator at

OMC and compacting with vibratory roller to achieve the

desired density etc. complete.

Construction of granular sub-base Gr-I by providing coarse

graded B.T. machine crushed material satisfying MOST

specification of (grading I) using materials (53 mm to

Rs. Seven Hundred

mm@ 35 percent, 26.5 mm to 4.75 mm @ 45 percent,

37 383.00 Cum 795.88 Ninty Five and Eighty

mm below @ 20 percent) including spreading in uniform

Eight Paise Only.

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 etc. complete.

Providing, laying, spreading and compacting graded stone

aggregate to Wet Mix Macadam (WMM) specification

Rs. Eight Hundred

including premixing the material with water at OMC in

Fourty Nine and

38 mechanical mix plant carriage of mixed material by tripper to 615.00 Cum 849.41

Fourty One Paise

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.

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

Rs. Sixty and Seventy

39 at the rate of 7.50 kg/ 10 Sq.mt. including cost of asphalt and 2457.00 Sqm 60.70

preparing the surface heating, and applying etc. complete.

Providing laying Compacted bituminous macadam 50 mm

thick Stone chips for one MT as per specification using

asphalt at the rate 34.0 kg /MT i.e. 3.40 % by weight of mix

for mixing and 2.5 kg/10 sqm asphalt (RS-1) for tack coat Rs. Two Thousand

including heating asphalt, premix material by drum mix Four Hundred

40 process in proper gradation and laying with paver finisher 262.00 MT 2425.72 Twenty Five and

including rolling and consolidation with 8-10 tonne Seventy Two Paise

vibratory roller and providing all material equipment, tools, Only.

and plants, fire wood, oil, kerosene labour charges etc.

complete using contractor's own machinaries, drum mix

plant and paver finisher etc. complete.

Providing and Laying 20 mm thick mix seal surfacing using

stone chipping and aggregate as per MORT&H specification

and asphalt grade VG-30 for mixing at the rate of 5.10 % of Rs. Three Thousand

total mix including heating the aggregate and asphalt by One Hundred Eighty

drum mix plant and spreading the same by paver finisher and Six and Fifty Five

consolidation with vibratory roller including providing all Paise Only.

materials, equipments tools and plants, oil, kerosene, fire

wood, labour charges, etc. complete.

Rs. Five Hundred

Supplying, stacking & spreading Hard murrum on road side

Seventy Two and

42 for hard side shoulder of work as per specification including 142.00 Cum 572.67

Sixty Seven Paise

rolling & watering complete.

Providing temporary Diversion suitable for traffic during the

Rs. Twelve Thousand

construction period of the Bridge/ CD work by Levelling

43 200.00 Rmt 12099.80 Ninty Nine and

Existing Ground and Supplying and Spreading quarry spall

Eighty Paise Only.

in layer etc Complete.

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

cms rubble masonary pannel in cement mortor 1 : 5 at 3.0 Rs. Seven Hundred

meter center to center vertically & Horizontally and filling Eighty Three and

the voids of rubble with quarry spalls and murrum including Seventy Six Paise

ramming and watering with flush pointing on dry stone Only.

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

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

Spreading Murram)

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 long stand postand frame fabricated Rs. Three Thousand

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

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

and whitebends. the details of symbol for eachboard shall Only.

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

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

Rs. Three Thousand

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

Eight Hundred Eight

46 fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 4.00 Nos. 3808.66

and Sixty Six Paise

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

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,

Rs. Three Hundred

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

Sixty Seven and

47 Patta lane/Centre line/ edge line/ Cut patta. The White color 187.00 Sqm 367.72

Seventy Two Paise

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.

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

Rs. Two Hundred

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

48 467.00 Nos. 217.40 Seventeen and Fourty

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

to center and providing 'W' shaped galvanised steel sheet

Rs. Two Thousand

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

49 200.00 Rmt 2034.14 Thirty Four and

detailed drawing with fabrication and installation charges

Fourteen Paise Only.

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.

Excavation for foundation upto 1.5 m depth including Rs. One Hundred

sorting out and stacking of useful materials and disposing off Fourty Nine and

the excavated stuff upto 50 Meter lead. (B) Dense or Hard Eighty Three Paise

Providing & casting in situ ordinary cement concrete M

Rs. Three Thousand

150 mix and providing necessary pinheaders including

Eight Hundred One

51 shuttering scaffolding laying vibrating and finishing without 1446.70 Cum 3801.64

and Sixty Four Paise

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

Rs. Three Thousand

Providing & filling in foundation with ordinary cement

concrete M 100 mix & providing necessary vertical pin

52 123.00 Cum 3228.29 Twenty Eight and

headers including formwork, vibrating ramming and curing

Twenty Nine Paise

Filling available excavated earth (Excluding Rock) in

Rs. One Hundred

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

53 1230.00 Cum 130.39 Thirty and Thirty

exceeding 20 cm in depth consolidating each disposited layer

Nine Paise Only.

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…124701563.6097 Put to tender (Rs.) Rs.124701563.6097

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 -1693972/- 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.

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

representation to reimburse any financial burden due to applicable taxes i.e. G.S.T. etc. NOT APPLICABLE

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

Signatur Deputy Executive Engineer, Executive Engineer

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

Bidder Rajkot Rajkot