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1 Jun 2026, 5:00 pmClosed
Exeuctive Engineer, Panchayat, R. & B. Division, Patan
ANNUAL RATES FOR MAINTENANCE AND REPAIRS (ROAD WORK) TA- PATAN AND SARASWATI , UNDER JURISDICTION OF R & B (PANCHAYAT) SUB DIVISION PATAN.2026-2027
308244
03/2026-2027
Open
Civil Works - Roads
Patan
5 documents required · 5 mandatory
₹1,500
Executive Engineer, Road &Building (Panchayat) Division, Patan
₹1 L
25 May 2026
25 May 2026
25 May 2026
1 Jun 2026
25 May 2026
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
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01 SBD Mandli CR Road Work.pdf
04 GR.pdf
Schedule B.pdf
Specification Index.pdf
Specification-Road Work Booklet.pdf
TECHINICAL SPECIFICATION ANNEXURE MANDLI.pdf
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