ANUAL RATES OF MAINTENANCE AND REPAIRS (ROAD WORK) TA- RADHANPUR AND SANTALPUR, UNDER JURIDICTION OF R&B PANCHAYAT SUB DIVISION RADHANPUR, DIST. PATAN (RE-TENDER)

Name of work : Annual Rates for Maintenance and repairs (Road work) Ta- Radhanpur and

Santalpur , under jurisdiction of R & B (Panchayat) Sub Division Radhanpur.

Sr No. Decription Of Item Unit Rate Rate in words

1 Earthwork for embankment including breaking clods,

dressing with all lead and lift (excluding watering and

consolidation)(S.O.R P.No 187 Code No 26001)

A (A)From Borrow pits within land width (S.O.R P.No 187 Cu.M. 134.84 Rupees One Hundred Thirty Four

Code No 26001A Sr.No 1) And Paise Eighty Four Only

B (B)From Borrow area within 0.5 Km.lead (upto 10 ton)(S.O.R Cu.M. 191.17 Rupees One Hundred Ninety One

P.No 187 Code No 26001BA Sr.No 2) And Paise Seventeen Only

C (C)From Borrow area within 1.0 Km.lead (upto 10 ton) (S.O.R Cu.M. 194.92 Rupees One Hundred Ninety Four

P.No 187 Code No 26001CA Sr.No 3) And Paise Ninety Two Only

D (D)From Borrow area within 2.0 Km. lead (upto 10 ton)(S.O.R Cu.M. 202.06 Rupees Two Hundred Two And

P.No 187 Code No 26001DA Sr.No 4) Paise Six Only

E (E)From Borrow area within 3.0 Km. lead (upto 10 ton)(S.O.R Cu.M. 208.95 Rupees Two Hundred Eight And

P.No 187 Code No 26001EA Sr.No 5) Paise Ninety Five Only

2 Earthwork in cuting in all sorts of soil and soft murrum Cu.M. 165.98 Rupees One Hundred Sixty Five

including conveying and spreading the stuff, embankment as And Paise Ninety Eight Only

and where directed within 200meters from the end of the

cutting with all required lead and lift.(S.O.R P.No 188 It.Code

3 Providing and fixing Hectometer as per I.R.C. type design No 420.04 Rupees Four Hundred Twenty

including painting, lettering etc. complete.(ii) Fixing in C.C. And Paise Four Only

1:5:10(S.O.R P.No 194,It Code.26044B, Sr.No 81)

4 Providing and fixing guard stone as per I.R.C. type design No 127.83 Rupees One Hundred Twenty

including white washing etc. complete.(i) Fixing in Seven And Paise Eighty Three

Earth(S.O.R P.No 194 Code No 26045A, Sr.No 82) Only

5 Providing and fixing Boundary stone as per I.R.C. design No 127.83 Rupees One Hundred Twenty

including painting, carving lettering etc. complete.(i) Fixing in Seven And Paise Eighty Three

Earth(S.O.R P.No 195,It Code No.26046A, Sr.No 84) Only

6 Providing and fixing ordinary Kilometer stone of precast C.C. No 1050.42 Rupees One Thousand Fifty And

1:2:4 including necessary reinforcement as per I.R.C. type Paise Forty Two Only

design in C.C. 1:4:8 including letter and paints etc. complete

(For N.H., S.H. and M.D.R.)(S.O.R P.No 195,It Code No.26047,

7 Supplying and fixing road sign board of M.S. plates and angle Each 2213.85 Rupees Two Thousand Two

iron including painting, lettering etc. complete including Hundred Thirteen And Paise

fixing in C.C. 1:4:8 with necessary excavation etc. complete as Eighty Five Only

per I.R.C. type design.(i) Non - Reflective type(S.O.R P.No

196,It Code.26054A, Sr.No 94)

8 Providing and fixing Pre Cast indicator stone of approved Each 121.18 Rupees One Hundred Twenty

stone as per I.R.C. type design in C.C. 1:4:8 including white One And Paise Eighteen Only

washing etc. complete.(i) Fixing in Earth (S.O.R P.No 195, It

9 Pinting and lettering with enamel paint 3- coats etc Rupees Nil

complete.(i) Ordinary K.M. Stone for N.H. S.H. and M.D.R.

A (i) Ordinary K.M. Stone for N.H. S.H. and M.D.R. (S.O.R P.No Each 241.88 Rupees Two Hundred Forty One

196,It Cd.26058A, Sr.No 99) And Paise Eighty Eight Only

B (ii) Ordinary K.M. Stone for O.D.R. and V.R. (S.O.R P.No Each 186.60 Rupees One Hundred Eighty Six

196,It Cd No.26058B, Sr.No 100) And Paise Sixty Only

C (iii) Fifth K.M. Stone .(S.O.R P.No 196, It Cd. 26058C,Sr.No Each 463.03 Rupees Four Hundred Sixty

101) Three And Paise Three Only

D (iv) Hectometer stone.(S.O.R P.No 196, It Cd No.26058D Sr.No Each 62.20 Rupees Sixty Two And Paise

102) Twenty Only

E (v) Road sign board. (S.O.R P.No 196,It Cd No.26058E Sr.No Each 552.88 Rupees Five Hundred Fifty Two

103) And Paise Eighty Eight Only

Sr No. Decription Of Item Unit Rate Rate in words

F (vi) Village name board.(S.O.R P.No 196, It Cd NO.26058F Each 552.88 Rupees Five Hundred Fifty Two

Sr.No 104) And Paise Eighty Eight Only

G (vii)Junction board.(S.O.R P.No 196, It Cd No.26058G, Sr.No Each 1727.74 Rupees One Thousand Seven

105) Hundred Twenty Seven And Paise

10 Charges for Clearing Road site by removing by ganda baval Rupees Nil

akadas, bordies etc. upto 1.5 mt On Both sides from edge of

B.T. surface including serooting by Excavator machine

&throwing away all stuff branches etc. with all lead and lift

with all material,labour etc.comp.as directed.

10.1 dense forest BY MECHANICAL MEANS (R.A. ) Km 20553.65 Rupees Twenty Thousand Five

10.2 Scattered Forest MECHANICAL MEANS(R.A.) Km 16763.10 Hundred

Rupees Fifty Three

Sixteen And Seven

10.3 dense forest By manual means (R.A. ) Km 69333.10 Hundred

Rupees Sixty Three And Paise

10.4 Scattered Forest By manual means (R.A. ) Km 51999.58 Three

Fifty OneThirty ThreeNine

11 Geru/Chuna of road side trees including 30 cm wide patta of No 52.01 Hundred

3 coats of white bwashing at top & 90 cm wide patta of 3 Only

coats of sona geru at bottom using saresh including cleaning

the surface etc as directed (R.A)

12 Engaging earth Excavator incl. cleaning sites for hire charges Hrs 1014.03 Rupees One Thousand Fourteen

of excavator incl diesel,1 labour and 1drivers etc complete as And Paise Three Only

directed.(Hydraulic Excavator 1 cum bucket capacity @

cum per hour)(RA)

13 Supplying and fixing reinforced concrete heavy duty non- Rupees Nil

pressure pipes with collars for culverts carrying heavy traffic

as per IS 458-1991 specifications including setting the pipes

in C.M. 1:2 watering and laying (to level or slopes) of class

NP3 of following internal daimeters (S.O.R P No 238 SR.No

(i) 300mm dia. (upto 10 ton)(S.O.R P No.238 It Cd.26131) Rmt 1290.37 Rupees One Thousand Two

Hundred Ninety And Paise Thirty

(ii) 450mm dia. (upto 10 ton)(S.O.R P No 238 It Cd 26132) Rmt 1722.57 Rupees One Thousand Seven

Hundred Twenty Two And Paise

(iii) 600mm dia. (upto 10 ton)(S.O.R P No 238 It Cd 26134) Rmt 2484.70 Rupees Two Thousand Four

Hundred Eighty Four And Paise

(v) 900mm dia. (upto 10 ton)(S.O.R P No 238 It Cd 26135) Rmt 3854.62 Rupees Three Thousand Eight

Hundred Fifty Four And Paise

(vii) 1200mm dia. (upto 10 ton)(S.O.R P No238 It Cd 26137) Rmt 6499.80 Rupees Six Thousand Four

Hundred Ninety Nine And Paise

14 Supplying and Stacking of quarry spall of hard stone free of Cu.M. 1877.78 Rupees One Thousand Eight

dis integrated Pieces, deleterious and organic matter Hundred Seventy Seven And

including royalties & filling measure boxes with all lead and Paise Seventy Eight Only

lift etc completed for road work (R.A.)

15 Supplying and stacking of machine crushed stone coarse Cu.M. 2089.31 Rupees Two Thousand Eighty

aggregate chippings etc of hard stone of size 45mm to 63mm Nine And Paise Thirty One Only

size free of disintegrated pieces,deleterious and orgenic

matter including royalties & filling measure boxes with all

lead and lift etc. completed for road work (R.A)

16 Supplying and stacking of hard morrum/sand/yellow earth/ Cu.M. 302.26 Rupees Three Hundred Two And

binding materialapproved quality on road site including Paise Twenty Six Only

royalties & filling measure boxes with all lead and lift etc.

road work (R.A)

17 Spreading the stone aggregate for solling & W.B.M. including Cu.M. 323.70 Rupees Three Hundred Twenty

filling the interstices forming the road surface to required Three And Paise Seventy Only

camber & Gradient (i) 45mm to 63mm size M.C. aggregete

18 Spreading the binding material on road crust filling the gaps Cu.M. 191.13 Rupees One Hundred Ninety One

in metal and leveling to camber and gradient as And Paise Thirteen Only

directed.(S.O.R. P.No 191 It Cd.26020A)

Sr No. Decription Of Item Unit Rate Rate in words

19 Providing and fixing pre-cast concrete kerb stone of gray Rmt 441.74 Rupees Four Hundred Forty One

cement based concrete block 30cm lenth, 30cm height and 15 And Paise Seventy Four Only

cm thick of M 250 grade concret as per approved design and

including exvation for fixing in proper line and leve, filling the

joint with C:M (1 Cement : 3 fine sand) etc complete

20 Providing and fixing pre-cast Rubber Dye / steel Dye inter Smt 825.63 Rupees Eight Hundred Twenty

locking concrete block 60mm thick with grade of concrete Five And Paise Sixty Three Only

M300 pnumatic compressed / vibrated mechanically and as

per approved design Confirming to IS 15658 :

including 35 mm Sand layer for levelling and filling the joint

with sand in proper line and level as per guidlines of IRC : SP

63-2018 etc. Complete.(S.O.R P.No.135 It Cd 14033)

21 Providing and laying 23cm thick rubble stone pitching on smt 882.62 Rupees Eight Hundred Eighty

side slope on existing earthwork as per detailed drawing Two And Paise Sixty Two Only

with pointing in CM 1:3 on rubble pitching and providing

coarse sand bedding 10 thick as filter media cm etc complete

22 Road marking with hot applied thermoplastic paints with Sq.M. 433.26 Rupees Four Hundred Thirty

reflectorising glass beads on bitumin surface providing and Three And Paise Twenty Six Only

laying a hot applied thermoplastic compound 2.5 mm thick

including reflectorising glass 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 color

marking should provide liminance coefficinet on 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.(S.O.R. P.No 244 It

23 Cat Eye / Road Stud / RPM: Supplying Raised Pavement No 256.15 Rupees Two Hundred Fifty Six

Markers made of polycarbonate and ABS moulded body and And Paise Fifteen Only

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 Circular No

RW/NH/33023/10-97 Ð DO III Dt 11.06. 1997. The height,

width and length shall not exceed 20 mm, 130 mm and

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.((S.O.R. P.No

Sr No. Decription Of Item Unit Rate Rate in words

24 Rolling and consolidation of soling including filling in Sq.M. 26.81 Rupees Twenty Six And Paise

depression which occur during the process, with power roler Eighty One Only

8 tonne to 12 tonne.(S.O.R. P.No 191 It Cd.26021)

25 Cautionary Warning Sign :-Providing and fixing sing boards Nos 4487.44 Rupees Four Thousand Four

made out of 2mm aluminium sheet; size 90 x 90 x 90 cms. Hundred Eighty Seven And Paise

equilateral triangle as per design of IRC-67-1977. Pre treated Forty Four Only

with phospheting process & acid etching; coated with one

coat of epoxy primer and two coats of best quality epoxy

paint ;reflectorised with retro refiectivesheeting as per latest

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

fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x

75 x 6mm as required; painted with bestquality epoxy

coatings in black andwhite bends. The details of symbol

foreach board shall be as per theinstruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x

45 x 60 Cms. for each leg.including excavation, curing

etc.complete under the supervision of engineer in charge.(A)

Engineer Grade...........................{SOR ITEMCODE-26092A P.No

26 Nos 4462.50 Rupees Four Thousand Four

Flood gauge sign Providing and fixing sign board made out of

Hundred Sixty Two And Paise

4mm aluminium composite sheet size200x43 cms rectangle

as per design of IRC -67-2012 3.1 mtr long stand posted

frame fabricated from suitable size iron angle ,coated with

one coat of epoxy primer and two coat of best quality epoxy

paint ,refectories with retro reflective engineering grade

sheeting as per latetest M.O.S.T specification the fixing at site

shall be in 1:2:4 cc block of size 45x45x60 cms including

excavation ,curing etc.comp.B-high intensity grade

27 Rmt 4883.76 Rupees Four Thousand Eight

Metal Beam Crash Barrier Type-A "W" Metal beam crash

Hundred Eighty Three And Paise

Barrier (Providing and erecting a "W" metal beam crash

Seventy Six Only

barrier comprising of 3 mm thick corrugated sheet

metalbeam rail 70 cm above road /ground level fixed on

ISMC series channel vertical post 150 x 75 x5 mm spaced 2m

centre to centre 1.8 m high 1.1m below ground/road level all

steel parts and fitments to be 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 aspacer of channel

section 150 x 75 x 5 mm 330mm long complete as per clause

810) National Highway SOR

28 Excavation for foundation upto 1.5 m depth Cu.M. 151.75 Rupees One Hundred Fifty One

including sorting out and stacking of useful And Paise Seventy Five Only

materials and disposing off the excavated stuff upto

50 Meter lead.(A) Loose or soft soil

( A ) Loose or soft soil.

29 Providing and laying cement concrete 1:4:8 (1 Cu.M. 3238.99 Rupees Three Thousand Two

Cement : 4 coarse sand :8 stone aggregates 40 mm Hundred Thirty Eight And Paise

Ninety Nine Only

nomial size) and curing complete excluding cost of

form work in (A) Foundation and plinth(R.A)

Sr No. Decription Of Item Unit Rate Rate in words

30 Demolition including stacking of serviceable Cu.M. 1335.97 Rupees One Thousand Three

materilas and disposal of unserviceable materials Hundred Thirty Five And Paise

Ninety Seven Only

with all lead and lift. (i) R.C.C. work

Sor Pg No153, It Cd NO.20002

31 Providing and fixing in position Fe 500D TMT for MT 86783.34 Rupees Eighty Six Thousand

R.C.C. bored piles as per detailed drawing, including Seven Hundred Eighty Three And

cutting, bending hooking tying and welding Paise Thirty Four Only

complete and including forming the cage and

lowering it in position.

(S.O.R. Page no.260, It.No.27043C )

32 Providing and casting in situ ordinary cement Cu.M. 4838.13 Rupees Four Thousand Eight

concrete M 200 mix and providing necessary pin Hundred Thirty Eight And Paise

headers including shuttering scaffolding, laying, Thirteen Only

vibrating and finishing without V grooves

etc.complete. 0.0 to 5.0 mts . (SOR P No 262 It Code

33 Hire Charges Tipper Truck/Dumper of minimum 15 Hour 1785.00 Rupees One Thousand Seven

ton or more capacity including operator, Fuel, oil, Hundred Eighty Five Only

Grease etc. all such complete. (MR)

34 Engaing Labours for various Work on road site & Nos 579.53 Rupees Five Hundred Seventy

building as per instruction of engineering in charge Nine And Paise Fifty Three Only

35 Hire Charges Tipper Truck/Dumper of approx 25 km 64.88 Rupees Sixty Four And Paise

ton capacity including operator, Fuel, oil, Grease Eighty Eight Only

and taking Hot mix material from Batch mix or hot

mix Bitumin plant and spreading the same on site as

directed by Engineer Incharge etc. (R.A.)

36 Spreading the material of It no 14 on site as directed Cumt 263.14 Rupees Two Hundred Sixty Three

by Engineer Incharge etc. (R.A.) And Paise Fourteen Only

37 Clearing of CD works pipe for monsoon treatment

including removing the jungle up to 15 mt on boths

sides U/S & D/S of CD work by JCB machine

providing the gutter on boths side up to 10 mt

opening the pipes by labour & opening the water

way etc complete

A 1 Row CD work Cleaning No 3834.18 Rupees Three Thousand Eight

B 2 Row CD work Cleaning No 5600.14 Hundred

RupeesThirty Four And Six

Five Thousand Paise

C 3 Row CD work Cleaning No 7367.29 Hundred

Rupees AndThousand

Seven Paise Fourteen

D 4 Row CD work Cleaning No 9133.25 Hundred

Nine Seven AndOne

E 5 Row CD work Cleaning No 10900.40 Hundred

RupeesThirty Three And

Ten Thousand Paise

F 6 Or More Row CD work Cleaning No 12666.36 Hundred And Paise

Rupees Twelve Forty Only

Hundred Sixty Six And Paise

Sr No. Decription Of Item Unit Rate Rate in words

38 Clearing Of Box Culvert works for monsoon Cell 7799.26 Rupees Seven Thousand Seven

treatment including removing the jungle up to 50 mt Hundred Ninety Nine And Paise

Twenty Six Only

on boths sides U/S & D/S of Box Culvert / by JCB

machine,Removing unncesesarry

soil,grass,Vegitation etc cleaning and disposing

incluidng all labour and machinery etc complete

below box - culvert as per direction and instruction

of engineer incharge.

39 Clearing Of Slab Drain or Major Bridge works for Span 8833.37 Rupees Eight Thousand Eight

monsoon treatment including removing the jungle Hundred Thirty Three And Paise

Thirty Seven Only

up to 50 mt on boths sides U/S & D/S of Slab Drain

by JCB machine,Removing unncesesarry

soil,grass,Vegitation etc cleaning and disposing

incluidng all labour and machinery etc complete

below Slab Drain as per direction and instruction of

engineer incharge.

40 Providing Before/After photography of any type of No 23.80 Rupees Twenty Three And Paise

work at any site of taluka including Soft copy & Hard Eighty Only

Photo Copy . as per directed by incharge Engineer.

Dy.Executive Engineer

R. & B (P) Sub-Division