ANNUAL RATES FOR MAINTENANCE AND REPAIRS (ROAD WORK) TA- PATAN AND SARASWATI , UNDER JURISDICTION OF R & B (PANCHAYAT) SUB DIVISION PATAN. 2026-2027

Name of work : Annual Rates for Maintenance and repairs (Road

work) Ta- Patan and Saraswati , under jurisdiction of R & B

(Panchayat) Sub Division Patan

Rate Total Amount

Rate Total Amount

Sr No. Qty Unit Decription Of Item

in figure estimated

quantities in Rs

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 1 Cu.M. (A)From Borrow pits within land width (S.O.R P.No 114.44

187 Code No 26001A Sr.No 1)

B 1 Cu.M. (B)From Borrow area within 0.5 Km.lead (upto 10 162.25

ton)(S.O.R P.No 187 Code No 26001BA Sr.No 2)

C 1 Cu.M. (C)From Borrow area within 1.0 Km.lead (upto 10 ton) 165.43

(S.O.R P.No 187 Code No 26001CA Sr.No 3)

D 1 Cu.M. (D)From Borrow area within 2.0 Km. lead (upto 10 171.49

ton)(S.O.R P.No 187 Code No 26001DA Sr.No 4)

E 1 Cu.M. (E)From Borrow area within 3.0 Km. lead (upto 10 177.34

ton)(S.O.R P.No 187 Code No 26001EA Sr.No 5)

2 1 Cu.M. Earthwork in cuting in all sorts of soil and soft murrum 140.87

including conveying and spreading the stuff,

embankment as 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 No. 26005, Sr.No 13)

3 1 No Providing and fixing Hectometer as per I.R.C. type 356.50

design including painting, lettering etc. complete.(ii)

Fixing in C.C. 1:5:10(S.O.R P.No 194,It Code.26044B,

4 1 No Providing and fixing guard stone as per I.R.C. type 108.49

design including white washing etc. complete.(i) Fixing

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

5 1 No Providing and fixing Boundary stone as per I.R.C. 108.49

design including painting, carving lettering etc.

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

6 1 No Providing and fixing ordinary Kilometer stone of 891.53

precast C.C. 1:2:4 including necessary reinforcement as

per I.R.C. type 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, Sr.No 86)

7 1 Each Supplying and fixing road sign board of M.S. plates and 1878.98

angle iron including painting, lettering etc. complete

including fixing in C.C. 1:4:8 with necessary excavation

etc. complete as per I.R.C. type design.(i) Non -

Reflective type(S.O.R P.No 196,It Code.26054A, Sr.No

8 1 Each Providing and fixing Pre Cast indicator stone of 102.85

approved stone as per I.R.C. type design in C.C. 1:4:8

including white washing etc. complete.(i) Fixing in

Earth (S.O.R P.No 195, It Cd No.26053A, Sr.No 92)

9 1 Pinting and lettering with enamel paint 3- coats etc

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

A 1 Each (i) Ordinary K.M. Stone for N.H. S.H. and M.D.R. (S.O.R 205.29

B 1 Each (ii) Ordinary K.M. Stone for O.D.R. and V.R. (S.O.R P.No 158.37

C 1 Each (iii) Fifth K.M. Stone .(S.O.R P.No 196, It Cd. 392.99

D 1 Each (iv) Hectometer stone.(S.O.R P.No 196, It Cd No.26058D 52.79

E 1 Each (v) Road sign board. (S.O.R P.No 196,It Cd No.26058E 469.25

Rate Total Amount

Rate Total Amount

F 1 Each (vi) Village name board.(S.O.R P.No 196, It Cd 469.25 according

G 1 Each (vii)Junction board.(S.O.R P.No 196, It Cd No.26058G, 1466.40

10 Charges for Clearing Road site by removing by ganda

baval 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 1 Km dense forest BY MECHANICAL MEANS (R.A. ) 10466.81

10.2 1 Km Scattered Forest MECHANICAL MEANS(R.A.) 8536.50

10.3 1 Km dense forest By manual means (R.A. ) 35307.45

10.4 1 Km Scattered Forest By manual means (R.A. ) 26480.45

11 1 No Geru/Chuna of road side trees including 30 cm wide 49.24

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

patta of 3 coats of sona geru at bottom using saresh

including cleaning the surface etc as directed (R.A)

12 1 Hrs Engaging earth Excavator incl. cleaning sites for hire 1118.84

charges of excavator incl diesel,1 labour and 1drivers

etc complete as directed.(Hydraulic Excavator 1 cum

bucket capacity @ 60 cum per hour)(RA)

13 Supplying and fixing reinforced concrete heavy duty

non-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 138)

1 Rmt (i) 300mm dia. (upto 10 ton)(S.O.R P No.238 It 1095.18

1 Rmt (ii) 450mm dia. (upto 10 ton)(S.O.R P No 238 It Cd 1462.01

1 Rmt (iii) 600mm dia. (upto 10 ton)(S.O.R P No 238 It Cd 2108.86

1 Rmt (v) 900mm dia. (upto 10 ton)(S.O.R P No 238 It Cd 3271.56

1 Rmt (vii) 1200mm dia. (upto 10 ton)(S.O.R P No238 It Cd 5516.63

14 1 Cu.M. Supplying and Stacking of quarry spall of hard stone 1271.85

free of dis integrated Pieces, deleterious and organic

matter including royalties & filling measure boxes with

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

15 1 Cu.M. Supplying and stacking of machine crushed stone 1525.59

coarse aggregate chippings etc of hard stone of size

45mm to 63mm 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 1 Cu.M. Supplying and stacking of hard morrum/sand/yellow 358.87

earth/ binding materialapproved quality on road site

including royalties & filling measure boxes with all lead

and lift etc. road work (R.A)

17 1 Cu.M. Spreading the stone aggregate for solling & W.B.M. 274.73

including filling the interstices forming the road

surface to required camber & Gradient (i) 45mm to

63mm size M.C. aggregete (S.O.R. P.No 191 It

18 1 Cu.M. Spreading the binding material on road crust filling the 162.22

gaps in metal and leveling to camber and gradient as

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

Rate Total Amount

Rate Total Amount

19 1 Rmt Providing and fixing pre-cast concrete kerb stone of 374.92 according

gray cement based concrete block 30cm lenth, 30cm

height and 15 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 (S.O.R.P.No.135 It

20 1 Smt Providing and fixing pre-cast Rubber Dye / steel Dye 700.74

inter locking concrete block 60mm thick with grade of

concrete M300 pnumatic compressed / vibrated

mechanically and as per approved design Confirming

to IS 15658 : 2006 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 1 smt Providing and laying 23cm thick rubble stone pitching 749.11

on side slope on existing earthwork as per detailed

drawing with pointing in CM 1:3 on rubble pitching

and providing coarse sand bedding 10 thick as filter

media cm etc complete (R.A)

22 1 Sq.M. Road marking with hot applied thermoplastic paints 367.72

with reflectorising glass beads on bitumin surface

providing and 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.

23 1 No Cat Eye / Road Stud / RPM: Supplying Raised 217.40

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

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

1997. The height, width and length shall not exceed

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.((S.O.R. P.No 244 It Cd.26162)

24 1 Sq.M. Rolling and consolidation of soling including filling in 22.75

depression which occur during the process, with

power roler 8 tonne to 12 tonne.(S.O.R. P.No 191 It

Rate Total Amount

Rate Total Amount

25 1 Nos Cautionary Warning Sign :-Providing and fixing sing 3808.66 according

boards made out of 2mm aluminium sheet; size 90 x

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 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

Flood gauge sign Providing and fixing sign board made

out of 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

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

crash Barrier (Providing and erecting a "W" metal

beam crash 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 1 Cu.M. Excavation for foundation upto 1.5 m depth 128.79

including sorting out and stacking of

useful materials and disposing off the

excavated stuff upto 50 Meter lead.(A) Loose

( A ) Loose or soft soil.

29 1 Cu.M. Providing and laying cement concrete 1:4:8 (1 2749.06

Cement : 4 coarse sand :8 stone aggregates

mm nomial size) and curing complete

excluding cost of form work in (A) Foundation

and plinth(R.A)

30 1 Cu.M. Demolition including stacking of serviceable 1133.89

materilas and disposal of unserviceable

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

Sor Pg No153, It Cd NO.20002

Providing and fixing in position Fe 500D TMT

for R.C.C. bored piles as per detailed drawing,

including cutting, bending hooking tying and

welding complete and including forming the

cage and lowering it in position.

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

Rate Total Amount

Rate Total Amount

32 1 Cu.M. 4106.31 according

Providing and casting in situ ordinary cement

concrete M 200 mix and providing necessary

pin headers including shuttering scaffolding,

laying, vibrating and finishing without V

grooves etc.complete. 0.0 to 5.0 mts . (SOR P

No 262 It Code 27053AA) (3206.03+(140 Kg

33 1 Hour Hire Charges Tipper Truck/Dumper of 1515.00

minimum 15 ton or more capacity including

operator, Fuel, oil, Grease etc. all such

34 1 Nos Engaing Labours for various Work on road site 491.87

& building as per instruction of engineering in

charge SOR 2023-24 L037)

35 1 km Hire Charges Tipper Truck/Dumper of approx 62.25

25 ton capacity including operator, Fuel, oil,

Grease 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 1 Cumt Spreading the material of It no 14 on site as 252.47

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

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 No 1 Row CD work Cleaning 3254.22

B 1 No 2 Row CD work Cleaning 4753.06

C 1 No 3 Row CD work Cleaning 6252.91

D 1 No 4 Row CD work Cleaning 7751.75

E 1 No 5 Row CD work Cleaning 9251.60

F 1 No 6 Or More Row CD work Cleaning 10750.44

Rate Total Amount

Rate Total Amount

38 1 Cell Clearing Of Box Culvert works for monsoon 6619.54 according

treatment including removing the jungle up to

50 mt 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 1 Span Clearing Of Slab Drain or Major Bridge works 7497.23

for monsoon treatment including removing

the jungle 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

I/we am/are willing to carry out the work at…% above/below percent (Should be written in figures and words) of the estimated rate

mentioned above. Amount of my/ our tender works out as under

Estimate amount put to tender Rs…................... Estimate amount put to tender Rs…...................

Signature of Deputy Executive Engineer Executive Engineer

the Contractor. R & B (P) Sub Division, R & B (P) Division

Note-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

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

Note-3 GST and Income tax TDS will be deducted at a source while making payments of bills

Note-4 In all R.C.C. Items in rate Analysis Standard Cement Consumption has been taken as per Govt. GR.:PRC-10/2017 Cement

Consumption/16/C Date 11/05/2017 as started in S.O.R. therefore in R.C.C. items where there is a change 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