Resurfacing & Strengthening and Other works of Unchsan - Eta- Kotarwada Road Km.0/00 to 26/800 Di.: Vav - Tharad.

Item of work Total Unit Estimated Rate in Rs. Total Amount in

Item of work Total Unit Estimated Rate in Rs. Total Amount in

Quantity In Figures In Word Rs

Clearing and grubbing road land including prooting Rupees ThirtyFour

rank vegetation grass ushes,shrubs,sapling and trees Thousand Eight

girth up to 300 m removal of stumps of trees cut Hundred

1 earlier and disposal of unserviceable materials(D) By 33.50 Hec 34889.38 EightyNine Paise

mechanical means in area of thorny jungle ThirtyEight Only

Engaging earth excavator for scarifying existing B.T. Rupees Four Paise

surface 25mm to 30mm depth including stacking SeventyNine Only

useful materials on road side and disposing off

remaining stuff and Hire charges of excavator

including diesel labourers drivers etc complete as

Box cutting the road surface to proper slop and Rupees One

camber for making a base of road work including Hundred Nine

removing the excavated stuff and depositing on the Paise Eight Only

road side slope as directed upto 50 mts, lead.

Construction of 200 mm thick granular sub-base by Rupees One

providing well graded material, (Metal 25.60 mm to 53 Thousand Nine

mm 35%, B.T. Kapachi 25.60 mm to 4.75 mm 45% & Hundred

Coarse sand below 2.38 mm 20% }spreading in EightyFour Paise

uniform layers with motor grader on prepared surface, SixtyFive Only

mixing by mix in place method with rotavator at OMC,

and compacting with smooth wheel roller to achieve

the desired density, complete as per Technical

Specification Clause 401. Grading I

Providing, laying, spreading and compacting graded Rupees Two

stone aggregate to 200mm thick (2 layer each of 100 Thousand

mm)wet mix macadam specification including NinetyOne Paise

premixing the Material with water at OMC in SeventyOne Only

5 mechanical mix plant carriage of mixed Material by 18128.00 Cum

tipper to 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

Providing and applying primer coat with bitumen Rupees SixtyNine

emulsion SS-1 on prepared surface of Wet mix Paise Nine Only

6 Macadam including clearing the road surface and 90636.00 Sqmt

spraying primer of the rate of 7.50 Kg. / 10 Sq.Mt.

Resurfacing & Strengthening and Other works of Unchsan – Eta – Kotarwada Road Km 0/00 to 26/800

Construction Division :- R & B DIVISION, Vav-Tharad

Item of work Total Unit Estimated Rate in Rs. Total Amount in

Item of work Total Unit Estimated Rate in Rs. Total Amount in

Quantity In Figures In Word Rs

Providing and laying 25 mm thick compacted Rupees Four

S.D.B.C.with B.T.stone chips as per MORT & H Thousand One

gradation and specification with bitumen grade for Hundred Seventy

mixing at the rate of 50.00 kg/M.T.by weight of total Paise Thirty Only

mix i.e.") (5.0 % by weight of total mix ) including

heating the asphalt and aggreates by Batch hot mix

7 plant and spreading the same by paver finisher 10044.00 MT

including rolling and consolidation with 10-12 tonnes

vibratory and power roller and providing all

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

kerosene,labour charges etc and using contractor's

own machineries drum mix plant and paver finisher etc

Providing and laying 50 mm Thick bituminous Rupees Three

macadam Grade II with higher capacity Batch hot mix Thousand Three

plant using crushed aggregates of specified grading Hundred Sixteen

premixed with bituminous binder VG-30 at the rate of Paise EightyFour

8 3.40 % i.e. 34.0 Kg/ M.T. by weight mix, transported to 21875.00 MT 3316.84 Only

site, laid over a previously prepared surface with paver

finisher to the required grade, level and alignment and

rolled as per clauses 501.6 and 501.7 to achieve the

desired compaction.

Providing hard side shoulder of 75 mm thick for Rupees Eight

embankment using quarry spall with all lead and lift Hundred

and including watering and rolling and consolidation of FourtyFive Paise

sub grade in layers at OMC to required dry density ThirtySeven Only

9 including filling depression which occur during the 6030.00 Cum

process using vibratory roller of 80 KN to 100 KN

(selected quarry spall having CBR value not less than

Earthwork for embankment including breaking clods, Rupees One

dressing with all lead and lift (excluding watering and Hundred SixtyNine

consolidation) From Borrow area within 3.0 Km. lead Paise TwentyEight

Providing and appying tack coat,Using VG-30 bitumen Rupees Fifteen

and mechanical sprayer at the rate of 2.5 kg / 10 sq.mt Paise TwentyThree

on B.T surface(BM/DBM) including cleaning the Only

surface etc.. Complete.

Providing and laying cement concrete 1:4:8 (1- Rupees Two

Cement : 4- coarse sand : 8- hand broken stone Thousand Six

aggregates 40 mm nominal size) and curing complete Hundred

Providing and laying controlled cement concrete Rupees Four

M.300 and curing complete excluding the cost of Thousand Seven

13 formwork and reinforcement for reinforced concrete 1680.00 Cum 4760.13 Hundred Sixty

work in Road Works. Paise Thirteen

Resurfacing & Strengthening and Other works of Unchsan – Eta – Kotarwada Road Km 0/00 to 26/800

Construction Division :- R & B DIVISION, Vav-Tharad

Item of work Total Unit Estimated Rate in Rs. Total Amount in

Item of work Total Unit Estimated Rate in Rs. Total Amount in

Quantity In Figures In Word Rs

Providing and laying in position FE 500 TMT bar Rupees

reinforcement including cutting, bending, hooking and SeventyThree

tying complete as per detailed drawings for the Thousand Eight

following. For RCC Raft, Pier, Top Slab, Cuttoff walls Hundred FiftyEight

etc. comp. Paise SixtyNine

Supplying and fixing reinforced concrete heavy duty Rupees One

nonpressure pipes with collars for culverts including Thousand

setting and joining the pipes in C.M. 1:2 watering and NinetyFive Paise

laying (To level of slops of I.S. 458 / 1971 Class NP3 Eighteen Only

casted by vertically vibrated technology of following

internal diameter. (i) 300 mm dia..

Providing and fixing ordinary Kilometer stone of Rupees One

precast C.C. 1:2:4 including necessary reinforcement Thousand Two

as per I.R.C. type design in C.C. 1:4:8 including Hundred

painting and lettering etc. complete. NinetyThree Paise

ThirtyNine Only

Providing and fixing 5th Kilometer stone of precast Rupees One

C.C. 1:2:4 including necessary reinforcement as per Thousand Nine

17 I.R.C. type design in C.C. 1:4:8 including 6.00 No 1935.15 Hundred ThirtyFive

painting,lettering etc. complete Paise Fifteen Only

Providing and fixing Hectometer stone of precast C.C. Rupees Three

1:2:4 including necessary reinforcement as per I.R.C. Hundred FiftySix

type design fixing in C.C. 1:5:10 including painting and Paise Fifty Only

lettering etc. complete.

Providing and fixing pre cast indicator stone as per Rupees One

I.R.C. type design including painting, lettering etc. Hundred Two

complete. (I) Fixing in earth Paise EightyFive

Road marking with hot applied thermoplastic paints Rupees Three

with reflectorising glass beads on bitumin surface Hundred

providing and laying a hot applied thermoplastic SixtySeven Paise

compound 2.5 mm thick including reflectorising glass SeventyTwo Only

beads @ 250gms per sqm area, thickness of 2.5mm

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/center line/ edge line/cut patta. The white

20 color marking should provide liminance coefficinet on 8438.00 Smt

cemend road shalll be min 130 mcd/m2/lux and

Asphalt 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 the

section-15 of IRC 35-2015. Warranty for the Retro

reflectivity should be two years.

Resurfacing & Strengthening and Other works of Unchsan – Eta – Kotarwada Road Km 0/00 to 26/800

Construction Division :- R & B DIVISION, Vav-Tharad

Item of work Total Unit Estimated Rate in Rs. Total Amount in

Item of work Total Unit Estimated Rate in Rs. Total Amount in

Quantity In Figures In Word Rs

Cat Eye / Road Stud / RPM: Supplying Raised Rupees Three

Pavement Markers made of polycarbonate and ABS Hundred

moulded body and reflective panels with Micro TwentySix Paise

prismatic lens (No Glass bead lens) capable of TwentyThree Only

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

Circular No RW/NH/33023/10-97 – DO III Dt 11.06.

21 1997. The height, width and length shall not exceed 6786.00 No

20 mm, 130 mm and 130 mm and with minimum

reflective area of 13 Sqcm on each side and the slope

to the base shall be 35 +/- 5 degree. The body of the

marker should having finger grip for easy and

accurate placement and application with epoxy /

bituminous Adhesive as recommended by the

manufacturer of the marker. The color of the marker

should be as per the IRC 35-2015 and as directed by

Engineer-in-charge.

Chevron sign :-Providing and fixing sign boards made Rupees Three

out of 1.5mm aluminium sheet / 3mm ACP (Aluminum Thousand Seven

composite Panel); size 60x50cm rectangular as per Hundred Eleven

design of IRC-67-2012. Pre treated with phospheting Paise SeventyFive

process & acid etching; coated with one coat of epoxy Only

primer and two coats of best quality epoxy paint ;

reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.3 mtr long stand post

of Iron Angle 75 x 75 x 6mm / 65NB Circular MS

Pipe as required and frame fabricated from suitable

size iron angle of35x35x3mm; painted with bestquality

22 epoxy coatings in black and white bends. the details 367.00 No

of symbol or inscription / numerals for each board

shall be as per the instruction 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 warranty for 7 years for the Retro reflective

sheeting from original manufacturer & a certified copy

of 3 year outdoor exposure test report from third party

test lab for the product offered shall be submitted by

contractor. (A) Class-B Type-4 Retro Reflective

Resurfacing & Strengthening and Other works of Unchsan – Eta – Kotarwada Road Km 0/00 to 26/800

Construction Division :- R & B DIVISION, Vav-Tharad

Item of work Total Unit Estimated Rate in Rs. Total Amount in

Item of work Total Unit Estimated Rate in Rs. Total Amount in

Quantity In Figures In Word Rs

Cautionary Warning Sign :-Providing and fixing sign Rupees Three

boards made out of 2mm aluminium sheet / 4mm ACP Thousand Nine

(Aluminum composite Panel); size 90 x 90 x 90 cms. Hundred Six Paise

equilateral triangle as per design of IRC-67-2012. Pre Nineteen Only

treated with phosphetingprocess & acid etching;

coated with one coat of epoxy primer and two coats of

best quality epoxy paint ; reflectorised with High

Intensity Prismatic Grade retro refiectivesheeting of

Type-4 as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of Iron

Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as

required and frame fabricated from suitable size iron

angle of 35 x 35 x 3mm; painted with bestquality

23 epoxy coatings in black and white bends. The details 216.00 No

of symbol for each board shall be as per the

instruction 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

warranty for 7 years for the Retro reflective sheeting

from original manufacturer & a certified

copy of 3 year outdoor exposure test report from third

party test lab for the product offered shall be

submitted by contractor. (B) Class-B Type-4 Retro

Reflective sheeting

Resurfacing & Strengthening and Other works of Unchsan – Eta – Kotarwada Road Km 0/00 to 26/800

Construction Division :- R & B DIVISION, Vav-Tharad

Item of work Total Unit Estimated Rate in Rs. Total Amount in

Item of work Total Unit Estimated Rate in Rs. Total Amount in

Quantity In Figures In Word Rs

Direction (Junction) Sign :-Providing and fixing sign Rupees

boards made out of 2mm aluminium sheet / 4mm ACP TwentyOne

(Aluminum composite Panel); size 244x122 cms. Thousand Two

rectangular as per design of IRC-67-2012. Pre treated Hundred

with phospheting process & acid etching; coated with EightySeven Paise

one coat of epoxy primer and two coats of best quality FiftyOne Only

epoxy paint ; reflectorised with High Intensity

Prismatic Grade retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest M.O.S.T.Specifications;

4.0mtr (2 Nos.) long stand post of Iron Angle 75 x 75 x

6mm / 65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of

24 50x50x5mm; painted with bestquality epoxy coatings 8.00 No

in black and white bends. The details of symbol for

each board shall be as per the instruction 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 warranty for 7 years for the

Retro reflective sheeting from original manufacturer &

a certified copy of 3 year outdoor exposure test report

from third party test lab for the product offered shall be

submitted by contractor. (B) Class-B Type-4 Retro

Reflective sheeting

Village name Sign :-Providing and fixing sign boards Rupees Six

made out Thousand Three

of 2mm aluminium sheet / 4mm ACP (Aluminum Hundred

composite NinetySeven Paise

Panel); size 90x60 cms. rectangular as per design of FourtyThree Only

IRC-67-2012. Pre treated with phospheting process &

acid etching; coated with one coat of epoxy primer

and two coats of best quality epoxy paint ;

reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.3mtr long stand post

of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe

as required and frame fabricated from suitable size

25 iron angle of 35 x 35 x 3mm; painted with bestquality 20.00 No

epoxy coatings in black and white bends. the details

of symbol or inscription / numerals for each board

shall be as per the instruction 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 warranty for 7 years for the Retro reflective

sheeting from original manufacturer & a certified copy

of 3 year outdoor exposure test report from third party

test lab for the product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro Reflective

Resurfacing & Strengthening and Other works of Unchsan – Eta – Kotarwada Road Km 0/00 to 26/800

Construction Division :- R & B DIVISION, Vav-Tharad

Item of work Total Unit Estimated Rate in Rs. Total Amount in

Item of work Total Unit Estimated Rate in Rs. Total Amount in

Quantity In Figures In Word Rs

Facility Informatory Sign :-Providing and fixing sign Rupees Three

boards made out of 2mm aluminium sheet / 4mm ACP Thousand Nine

(Aluminumcomposite Panel); size 80 x 60 cms. Hundred Ninety

rectangular as per design of IRC-67-2012. Pre treated Paise SixtyFour

with phospheting process & acidetching; coated with Only

one coat of epoxy primer and two coats of best quality

epoxy paint ; reflectorised with High Intensity

Prismatic Grade retro refiectivesheeting of Type-4 as

ASTM D-4956 and latest M.O.S.T.Specifications;

3.6mtr long stand post of Iron Angle 75 x 75 x 6mm /

65NB Circular MS Pipe as required and frame

26 fabricated from suitable size iron angle of 35 x 35 x 30.00 No

3mm; painted with bestquality epoxy coatings in black

and white bends. The details of symbol for each board

shall be as per the instruction 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 warranty for 7 years for the Retro reflective

sheeting from original manufacturer & a certified copy

of 3 year outdoor exposure test report from third party

test lab for the product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro Reflective

Resurfacing & Strengthening and Other works of Unchsan – Eta – Kotarwada Road Km 0/00 to 26/800

Construction Division :- R & B DIVISION, Vav-Tharad

Item of work Total Unit Estimated Rate in Rs. Total Amount in

Item of work Total Unit Estimated Rate in Rs. Total Amount in

Quantity In Figures In Word Rs

Hazard Marker Sign :-Providing and fixing sign boards Rupees Three

made out of 2.0 mm aluminium sheet / 4 mm ACP Thousand Five

(Aluminum composite Panel); size 90x30 cms. Hundred Eighteen

rectangular as per design of IRC-67-2012. Pre treated Paise SixtyNine

with phospheting process & acid etching; coated with Only

one coat of epoxy primer and two coats of best quality

epoxy paint ; reflectorised with High Intensity

Prismatic Grade retro refiectivesheeting of Type-4 as

ASTM D-4956 and latest M.O.S.T.Specifications;

1.8mtr long stand post of Iron Angle 75 x 75 x 6mm /

65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x

27 3mm; painted with bestquality epoxy coatings in black 84.00 No

and white bends. The details of symbol for each board

shall be as per the instruction 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

warranty for 7 years for the Retro reflective sheeting

from original manufacturer & a certified copy of 3 year

outdoor exposure test report from third party test lab

for the product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro Reflective

Resurfacing & Strengthening and Other works of Unchsan – Eta – Kotarwada Road Km 0/00 to 26/800

Construction Division :- R & B DIVISION, Vav-Tharad

Item of work Total Unit Estimated Rate in Rs. Total Amount in

Item of work Total Unit Estimated Rate in Rs. Total Amount in

Quantity In Figures In Word Rs

Regulatory / Mandatory Sign :-Providing and fixing Rupees Three

sign boards made out of 2mm aluminium sheet / 4mm Thousand Five

ACP (Aluminum composite Panel); size 60 cms. Dia Hundred Fourty

Circle as per design of IRC-67-2012. Pre treated with Paise Twelve Only

phospheting process & acid etching; coated with one

coat of epoxy primer and two coats of best quality

epoxy paint ; reflectorised with High Intensity

Prismatic Grade retro refiectivesheeting of Type-4 as

ASTM D-4956 and latest M.O.S.T.Specifications;

3.6mtr long stand post of Iron Angle 75 x 75 x 6mm /

65NB Circular MS Pipe as required and frame

28 fabricated from suitable size iron angle of 35 x 35 x 66.00 No

3mm; painted with bestquality epoxy coatings in black

and white bends. The details of symbol for each board

shall be as per the instruction 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 warranty for 7 years for the Retro reflective

sheeting from original manufacturer & a certified copy

of 3 year outdoor exposure test report from third party

test lab for the product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro Reflective

STOP Sign :-Providing and fixing sign boards made Rupees Six

out of 2mm aluminium sheet / 4mm ACP (Aluminum Thousand Seven

composite Panel); size 90 cms. Octagonal as per Hundred Four

design of IRC-67-2012. Pre treated with phospheting Paise ThirtySix

process & acid etching; coated with one coat of epoxy Only

primer and two coats of best quality epoxy paint ;

reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type-4 as per ASTM D-4956 and

latest M.O.S.T.Specifications; 3.6mtr long stand post

of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe

as required and frame fabricated from suitable size

iron angle of 35 x 35 x 3mm; painted with bestquality

29 epoxy coatings in black and white bends. The details 8.00 No

of symbol for each board shall be as per the

instruction 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

warranty for 7 years for the Retro reflective sheeting

from original manufacturer & a certified copy of 3 year

outdoor exposure test report from third party test lab

for the product offered shall be submitted by

contractor. (B) Class-B Type-4 Retro Reflective

Resurfacing & Strengthening and Other works of Unchsan – Eta – Kotarwada Road Km 0/00 to 26/800

Construction Division :- R & B DIVISION, Vav-Tharad

Item of work Total Unit Estimated Rate in Rs. Total Amount in

Item of work Total Unit Estimated Rate in Rs. Total Amount in

Quantity In Figures In Word Rs

Providing and Fixing ROW's boundary stone oF CC Rupees Nine

1:2:4 precast or cast in situ with reinforcement as per Thousand Eight

IRC :25/1967 drawing of boundary stone with Hundred SixtyFive

30 formwork on various road SH/MDR/ODR/VR at every 240.00 No 9865.98 Paise NinetyEight

200 mtr interval including Excavation ,White Washing, Only

Lattering etc. as per instruction of engineer in charge.

including Demarcation of ROW

Overhead Gntry Providing and erecting overhead Rupees Five Lakh

signs with a corrosion resistant aluminium alloy sheet SeventyFour

reflectorised with high intensity retro-reflective Thousand Eight

sheeting of encapsulated lense type with vertical and Hundred

lateral clearance given in clause 802.2 and 802.3 and ThirtySeven Paise

installed as per clause 802.7 over a designed support SeventyNine Only

system of aluminium alloy or galvanised steel trestles

and trusses of sections and type as per structural

design requirements and approved plans

Excavation for foundation upto 1.5 M. depth including Rupees One

sorting out and stacking of useful materials and Hundred

disposing of excavated stuff up to 50M. lead. (A) FiftySeven Paise

Dense or Hrad Soil Sixteen Only

Providing and filling in foundation with ordinary Rupees Three

cement concrete M- 100 mix and providing necessary Thousand One

vertical pin headers including formwork, vibrating, Hundred

ramming and curing complete. EightyNine Paise

SeventyThree Only

Providing and casting in situ Ordinary cement Rupees Three

concrete M-150 for R.C.C. Raft and cut-off walls Thousand Six

34 including necessary shuttering laying, vibrating, 1364.00 Cum 3636.93 Hundred ThirtySix

ramming and curing complete. Paise NinetyThree

Providing and laying Weep hole in abutment and Rupees EightySix

return by using PVC. pipe of 100 mm dia including Paise Seventy

35 laying in proper grade and joining complete etc as per 2450.00 NO 86.70 Only

details specification .

Providing and Casting in situ controlled Cement Rupees Four

Concrete M-300 for R.C.C. Raft and cutt-off walls Thousand Seven

36 including necessary shuttering laying, vibrating, 1282.00 Cmt 4708.62 Hundred Eight

ramming and curing complete. {As per RA} Paise SixtyTwo

Providing and casting in situ controlled cement Rupees Five

concrete M-300 for R.C.C. return as per drawings Thousand Three

including centering shuttering, scaffolding where Hundred Sixteen

37 necessary, laying vibrating, curing and finishing 1019.00 Cmt 5316.64 Paise SixtyFour

complete.(B) Height from 5.0 to 10.0 M. (1) Piers (2) Only

Abutment (3) RCC return

Resurfacing & Strengthening and Other works of Unchsan – Eta – Kotarwada Road Km 0/00 to 26/800

Construction Division :- R & B DIVISION, Vav-Tharad

Item of work Total Unit Estimated Rate in Rs. Total Amount in

Item of work Total Unit Estimated Rate in Rs. Total Amount in

Quantity In Figures In Word Rs

Providing and laying Pitching on slopes laid over Rupees One

prepared filter media including boulder apron laid dry Thousand FiftyOne

38 in front of toe of embankment complete as per 195.00 Cum 1051.41 Paise FourtyOne

drawing and Technical specifications. Only

Providing and laying filter media undernath pitching in Rupees Eight

slopw complete as per drawing and Technical Hundred

39 specifications. 130.00 Cum 877.69 SeventySeven

Paise SixtyNine

Providing and erecting a "Thrie" metal beam crash Rupees Four

barrier comprising of 3 mm thick corrugated sheet Thousand One

metal beam rail, 85 cm above road/ground level, fixed Hundred

on ISMC series channel vertical post, 150 x 75 x 5 mm FourtyFive Paise

spaced 2 m centre to centre, 2 m high with 1.15 m Four Only

40 below ground level, all steel parts and fitments to be 485.00 Rmt

galvanised by hot dip process, all fittings to conform to

IS:1367 and IS:1364, metal beam rail to be fixed on

the vertical post with a space of channel section 150 x

75 x 5 mm, 546 mm long complete as per clause

Dismentaling the existing structure including removing Rupees Nine

and stacking the dismentelled materials as and where Hundred Thirty

directed. (A) Paise ThirtyFive

R.C.C. work Only

Excavation for foundation upto 1.5 M. depth including Rupees One

sorting out and stacking of useful materials and Hundred

disposing of excavated stuff up to 50M. lead. (A) TwentyTwo Paise

Loose or Soft Soil NinetyFour Only

Providing and laying rubble soling with hard durable Rupees Two

stones,hand packed in position interstices filled with Thousand Six

43 smaller stones watered and rammed to achive 4158.07 Cmt 2615.47 Hundred Fifteen

propercompaction and level completeas directed Paise FourtySeven

Providing and laying in position M-100 grade concrete Rupees Three

( Using Portland Slag Cement as specified in IS Thousand Two

455and cement content as per approved Design Mix Hundred Twenty

)and providing necessary vertical pin headers Paise ThirtyTwo

including formwork,Admixtures ,dewatering vibrating, Only

ramming and curing complete.

Providing and laying in position M-150 grade concrete Rupees Three

( Using Portland Slag Cement as specified in IS Thousand Five

455and cement content as per approved Design Mix ) Hundred

and providing necessary vertical pin headers including NinetyFour Paise

formwork,Admixtures ,dewatering vibrating, ramming Eighty Only

and curing complete.

Resurfacing & Strengthening and Other works of Unchsan – Eta – Kotarwada Road Km 0/00 to 26/800

Construction Division :- R & B DIVISION, Vav-Tharad

Item of work Total Unit Estimated Rate in Rs. Total Amount in

Item of work Total Unit Estimated Rate in Rs. Total Amount in

Quantity In Figures In Word Rs

Supplying and fixing reinforced concrete heavy duty Rupees Three

non-pressure pipes with collars for culverts carrying Thousand Four

heavy traffic as per IS 458-1991 specifications Hundred SixtyNine

46 including setting the pipes in C.M. 1:2 watering and 1725.00 Rmt 3469.26 Paise TwentySix

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

internal daimeters.(ii) 900mm dia.

Providing Job work for maintaing existing water supply Rupees Twenty

lines in village area including necessary repairing / Thousand Two

47 replacement of lines which damaged during work and 17.00 Job 20200.00 Hundred Only

making water supply in condition same.

Providing Yellow and Black patta (Three Coat) one Rupees NinetyOne

coat of priming & two coat of oil Paint including cost of Paise FiftyFour

material required for paint and all labour work etc Only

complete as per direction.

Providing & applying the application on to surfaces of Rupees One

concrete, NP3 shape Pipes with bitumen based epoxy Hundred FiftyTwo

coating at the specified rate and 200 MICRON Paise ThirtyEight

49 thickness including cleaning the concrete surfaces 8150.30 sq mt 152.38 Only

with wire brush, cotton and gunny clothes etc. as per

specifications and as directed including all leads and

Providing a 5.5 meter wide diversion road for the Rupees Ten

structure by carrying out of earthwork, Spreding Thousand One

Murrum with all place boards as per IRC on both side Hundred Only

50 of the traffic and removing them after completion of 17.00 Per Job

work. The length of the road will depends on the site

condition as directed by the engineer in charge.

Dismentaling the existing structure including removing Rupees Nine

and stacking the dismentelled materials as and where Hundred Thirty

directed. (A) R.C.C. work Paise ThirtyFive

Excavation for foundation in sand, gravel, clay soft Rupees Five

soils and murrum etc. including shoring, strutting Hundred Eleven

52 dewatering as necessary and disposing of the 1599.77 Cum 511.11 Paise Eleven Only

excavated stuff as directed.(A) Depth upto 3.0 M. and

lead upto 100m for 10 Cum

Providing and laying in position M-150 grade concrete Rupees Four

( Using Portland Slag Cement as specified in IS Thousand One

455and cement content as per approved Design Mix Hundred

53 )and providing necessary vertical pin headers 1050.00 Cmt 4175.06 SeventyFive Paise

including formwork,Admixtures ,dewatering vibrating, Six Only

ramming and curing complete

Resurfacing & Strengthening and Other works of Unchsan – Eta – Kotarwada Road Km 0/00 to 26/800

Construction Division :- R & B DIVISION, Vav-Tharad

Item of work Total Unit Estimated Rate in Rs. Total Amount in

Item of work Total Unit Estimated Rate in Rs. Total Amount in

Quantity In Figures In Word Rs

Providing and casting in situ controlled cement Rupees Five

concrete( Using Portland Slag Cement as specified in Thousand Eight

IS 455and cement content as per approved Design Hundred

Mix ) M-250 for R.C.C. work in superstructure FourtyFive Paise

including centering, shuttering scaffolding, ramming, NinetyEight Only

vibrating curing and finishing complete.(A) T-Beam

and Deck slab type of superstructure (I) Deck slab

Providing fusion bonded Epoxy coating not less than Rupees Eight

175 micron thickness and up to 300 micron to Thousand Seven

55 reinforcement bars as per IS-13620-1993/ASTM-775 63.00 MT 8729.43 Hundred

M including testing of coating at plant and all taxes (A) TwentyNine Paise

For 10 mm to 16 mm FourtyThree Only

Providing and fixing premoulded compressible filler Rupees Eight

board in black colour confirming to MoRT&H Hundred Three

Specifications (Clause 1015), having minimum density Paise TwentyTwo

95kg/cum. non-staining with less than 1% water Only

absorption & compression recovery of 93% minimum

as per specification for 20 mm wide expansion joint

including cutting to required size and shape at all

levels etc.complete as directed.

Providing and fixing in position P.V.C. heavy duty Rupees Five

water stops in barrels, troughs and wing walls with 25 Hundred

57 mm wide expansion joint as shown in drawing 72.90 Rmt 593.58 NinetyThree Paise

including filling the joints with asphalt pad or bitumen FiftyEight Only

cork board of approved quality.

Providing and fixing G.I. 100 mm diameter water spout Rupees Five

58 including necessary iron gratings as per drawing. 18.00 Each 536.03 Hundred ThirtySix

Paise Three Only

Earthwork for embankment including breaking clods, Rupees One

dressing with all lead and lift and including watering Hundred FiftyEight

rolling and consolidation of subgrade in layers at Paise FiftyFive

59 O.M.C. to required dry density including filling the 1199.83 Cmt 158.55 Only

depression which occur during the process using

power roller 8T to 10T.(A) From Borrow pits within

Providing and laying - Fitter Media 600mm thick Rupees One

directed at the back of abutments, returns and wing Thousand Two

60 walls as per detailed specifications. 66.79 Sqmt 1227.08 Hundred

Paise Eight Only

Rupees Thirty Two Crore Fifty Two Lakh(s) Twenty Six Thousand Seven Hundred Eighty Nine And Paise Forty Four Only

Tender amount Rs…………………. Tender amount Rs………………….

Resurfacing & Strengthening and Other works of Unchsan – Eta – Kotarwada Road Km 0/00 to 26/800

Construction Division :- R & B DIVISION, Vav-Tharad

Item of work Total Unit Estimated Rate in Rs. Total Amount in

Item of work Total Unit Estimated Rate in Rs. Total Amount in

Quantity In Figures In Word Rs

Add…….% above Rs…………………. Less…….% below Rs………………….

Net in words Rs……………….... Net in words Rs………………....

Credit for Dismental material and Recovery (Fix Deduction) Rs 0.00/- (RA BILL)

1 The Contractor Shall Exhibit a board with detailed Specification and details of work as directed by the

Engineer-in-Charge for which no extra payment shall be made.

2 The Labour cess will be deducted as per prevailing rules i.e.1% of the work done.

3 GST and Income tax TDS will be deducted as a source while making payments of bills.

4 In all R.C.C.Items in Rate Analysis Standard Cement Consumption has been taken as per GOVT.G.R.PRC-

10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R.therefore in R.C.C. items where

there is a changes as per actual mix design the cost of difference of cement consumption have been

deducted from the rate of original item at the rate of input rate mentioned in all the tender.

Signature of Contractor

Deputy Executive Engineer Executive Engineer

R & B Sub Division R & B Division

Deodar Vav-Tharad