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Tender Value
₹58.6 L
EMD Value
₹59,000
Closing Date
12 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer Panchayat R and B Division Bhuj-Kachchh
Resurfacing of Punrajpar Baiyavo Road Ta. Lakhpat Dist. Bhuj-Kutch(7th attempt)
301267
05-2026/2027
Open
Civil Works - Roads
Kutch
7 documents required · 7 mandatory
₹2,400
Executive Engineer Panchayat R and B Division Bhuj-Kachchh
₹59,000
4 May 2026
4 May 2026
4 May 2026
12 May 2026
4 May 2026
No. figures Amount
1 Clearing and grubbing road land including uprooting wild 0.80 Hect. 28393.04
vegetation grass bushes, shrubs, sapling and trees of girth up
to 300mm removal of stumps of trees cut earlier and disposal
of unserviceable materials and stacking of serviceable
materials as per Clause-201 (area of light density) by
mechanical means in area of light jungle.
2 Earthwork in cutting including preparing the slope and camber
and stacking or utilizing the cutting stuff in spoil bank as
directed upto 200 meters from the end of cutting with all lead
(A) Hard Murrum 480.00 Cum 248.16
3 Earth work for embankment including breaking clods, dressing 68.00 Cum 172.87
with all lead and lift (including watering and consolidation) (C)
from borrow area within all lead and lift (with minimum 6%
4 Rolling and watering of earthwork in layers with power roller 480.00 Cum 22.48
including filling in depressions which occur during the process.
5 Providing and laying compacted of specified murrum in side 150.00 Cum 379.76
shoulder including carriage of material and spreading on
prepared base including compacting as per MOST
specification etc. complete.
6 Providing and laying bituminous grout 37.5mm compacted 491.00 M.T. 2164.43
thick using B.T. stone aggregates as per required gradation
with the asphalt VG-30 grade for tack coat 2.5 Kg/10 Smt on
B.T. surface and 4.0 Kg/10 Smt on W.B.M. surface asphalt
VG-30 grade for mixing @ 1.99% i.e. 19.90 kg./ MT by weight
of mix including heating and mixing in drum mix plant
transporting the mix, spreading the same by pavers finisher
and consolidation as per MORTH specification including cost
of all materials fuels, labors, tools and plant etc. using
contractors own drum mix plant etc. completed as directed.
7 Providing and laying 37.50 mm thick compacted B.M. using 540.00 M.T. 2853.25
stone chips 0.66 Cum/1 M. ton mix as per gradation with
Asphalt VG-30 for tack coat @ 2.50 kg./10 Smt. on B.T.
surface and asphalt grade VG-30 for mixing @ 34 kg/M.Ton
(i.e. 3.40% of mix) including heating the and aggregate by
continuous batching drum mix plant, transporting and mixed
material and spreading the same by paver finisher and
consolidation by vibratory roller of 80 KN to 100 Kn static
weight including the cost of labour oil, lubricants etc. using
contractors own machineries and plant.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
8 Providing and laying bituminous seal coat with stone chips 6 to 179.00 M.T. 3120.90
10 mm size 0.18 Cmt/10 smt. i.e. using 0.66 cmt aggregate per
M.T mix using asphalt VG-30 @ of 4.50% of mix including
heating the asphalt and aggregate by continuous batching
drum mix plant and paver finisher and consolidating by
vibratory roller including providing equipment, tools, plant,
firewood, oil, kerosene, labour charges etc. using the
contractors own machinery and plant.
9 Providing and laying cement concrete 1:4:8 (1 cement : 4 183.00 Cum 2830.46
coarse sand : 8 machine crushed stone aggregates 40 mm
nominal size) and curing complete in foundation and plinth.
10 Proving and laying cement concrete grade M-20 (1-Cement : 183.00 Cum 5168.17
1.5 sand : 3 coarse aggregate 20mm nominal size) for C.C.
road and curing etc. complete including cost of formwork,
finishing the cement concrete road by Trimix process inclusive
of labour charges for trimix vaccume dewatering process on
cement concrete road by using vaccume dewatering pump,
surface floater, including chanelling and making grooves &
rough finish to surface, providing expansion joint, construction
joint including filling the joint with asphalt filler as per direction
11 Providing I.S.I. mark T.M.T. bar Fe-500D reinforcement for 5.70 M.T. 76214.60
R.C.C. work including bending, binding and placing in position
complete upto two floor level.
12 Providing & fixing “FLOOD GUAGE POST ” on causeway / Dip 2.00 No. 2066.08
having “[“ channel size 100 x 50 mm i.e. C.C. 1:2:4 in headwall
i.e. painting & lettering with ordinary paint colour as per
instruction of engineer in charge.
13 Providing & fixing “FLOOD WARNING POST ” on causeway / 2.00 No. 4100.40
Dip having rectangular size (1.20 mtr. x 0.90 mtr.)
Gauge thick M.S. Plate & 2.90 mtr. deep double angle 60 x
x 6 mm size including fitting the M.S. Plate in double angle
14 Providing and fixing ordinary kilometer stone of precast C.C. 2.00 No. 704.33
1:2:4 including necessary reinforcement as per I.R.C. type
design in C.C. 1:4:8 including painting,lettering etc. complete
(For O.D. road V.R.)
15 Providing and fixing Hectometer stone as per I.R.C. type 8.00 No. 116.08
design including painting, lettering etc.complete (i) Fixing in
Providing and fixing Guard stone as per I.R.C. type design 50.00 No. 98.63
including white washing etc. complete (i) Fixing in earth.
17 Direction sign (Junction board) :- Providing and fixing sign 1.00 No. 14831.71
boards made out of 2mm aluminium sheet size 244 x 122cms.
rectangle as per the 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 reflective sheeting as per latest
M.O.S.T. specifications; Letters and numerals should be as
per IRC-30-1968, 3.1m long (2 nos) stand post and frame
fabricated from suitable size iron angle of 50 x 50 x 5mm, 75 x
75 x 6mm as required painted with best quality 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 block
of size 45 x 45 x 60cms. for each leg including excavation
curing etc. complete under the supervision of engineer in
charge. (A) Engineer Grade (VR)
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
18 Regulatory / Mandatory signs : Providing and fixing sign 8.00 No. 3439.81
boards made out of 2mm aluminium sheet size 60cms.
diameter circle as per the design of IRC-67-1977 pre treated
with phospheting process & acid eteching, coated with one
coat of epoxy primer and two coats of best quality epoxy paint,
reflectorised with retro reflective sheeting as per latest
M.O.S.T. Specifications; 3.1m long stand post and frame
fabricated from suitable size iron angle of 35 x 35 x 3mm, 75 x
75 x 6mm as required; painted with best quality 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 block of size 45 x 45 x 60cms. for
each leg including excavation curing etc. complete under the
supervision of engineer in charge. (A) Engineer Grade (VR)
19 Village name/ Bump Ahead sign :- Providing and fixing sign 2.00 No. 5045.36
board made out of 2 mm alluminium sheet size 90 x 60 cms
rectangle as per the design of IRC-67-1977 pre treated with
phospheting process and acid etching coated with one coat of
epoxy primer and two coats of best quality epoxy paint
reflectorised with retro reflective sheeting as per latest
M.O.R.T.H. specifications. Letters and numerals should be as
per IRC-30-1968, 310m long (2 Nos.) stand post and frame
fabricated from suitable size iron angle of 50 x 50 x 5 mm
painted with best quality epoxy coating 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 C.C. block of size 45 x 45 x
cms for each leg including excavation, curing etc. complete
under the supervision of Engineer-in-charge (A) Engineer
grade (VR).
20 Hazard Marker Sign :- Providing and fixing sign board made 4.00 No. 2423.74
out of 2mm aluminium sheet size 90 x 30 cms. rectangle as
per the design / drawing attached (IRC) pretreated with
phospheting & acid etching, coated with one coat of epoxy
primer and two coats of best quality epoxy paint reflectorised
with retro reflective sheeting as per latest M.O.S.T.
specification, 3.1m long stand post and frame fabricated from
suitable size iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm
painted with best quality epoxy coatings. The fixing at site shall
be in 1:2:4 C.C. block of size 45 x 45 x 60cms for each leg
including excavation curing etc. complete under the
supervision of Engineer in charge. (A) Engineer grade (VR).
21 STOP SIGN :- Providing and fixing sing boards made out of 2.00 No. 4676.06
2mm aluminium sheet size 90 x 90cms. rectangle as per the
design of IRC-67-1977 pretreated with phospheting process &
acid etching, coated with one coat of epoxy primer and two
coats of best quality epoxy paint reflectorised with retro
reflective sheeting as per latest M.O.S.T. specifications; 3.1m
long stand post and frame fabricated from suitable size iron
angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required; painted
with best quality 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
block of size 45 x 45 x 60cms. for each leg including
excavation curing etc. complete under the supervision of
Engineer in charge. (A) Engineer grade (VR).
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
22 Road marking with hot applied thermoplastic paints with 600.00 Sqm 367.72
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
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.
23 Cat Eye / Road Stud / RPM : Supplying of Moulded Twin 223.00 No. 326.23
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
Type - H and complying to Specifications of Category A of
MORTH Circular No. RW/NH/33023/ 10-97 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 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 to be a
minimum value of 500 Kgs. 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 manufacturer's
recommendation and the color of the marker should be as per
the IRC 35-2015 and as directed by Engineer-in-charge.
It. Rate in Total
Description of Item Qty. Unit
No. figures Amount
24 Cautionary Warning Sign :-Providing and fixing sign boards 8.00 No. 3808.66
made out of 2mm aluminium sheet / 4mm ACP (Aluminum
composite Panel); size 90 x 90 x 90 cms. equilateral triangle
as per design of 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
Micro Prismatic Grade retro refiectivesheeting of Type-11 as
per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr
long stand post of 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 epoxy coatings in
black and white 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 warranty for 10 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-C Type-11 Retro Reflective sheeting
25 Dismentaling the existing structure including removing and 183.00 Cum 886.05
stacking the dismentelled materials as and where directed. (A)
R.C.C. work.
TOTAL Rs.
i.e. Rs. Fifty Eight lacs Fifty Eight Thousand Seven Hundred Thirty Two Only.
I/We am/are willing to carry out the work @ ______________ % 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.
Estimated amount put to tender Estimated amount put to tender
Deduct………% below Add………% Above
Net Rs. ___________________________ Total Rs. ________________________
In words ____________________ In words ____________________
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 at 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 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 tender.
5. Credit for dismantalled materials of amount of Rs. 54900.00 must be recovered from 1st R.A. bill of
Contractor's.
Above all items of "Schedule-B" with Item Description, Unit, Rate & Amount have verified by me
and found order.
Deputy Executive Engineer Sr. Divisional Account Officer Executive Engineer
Panchayat (R & B) Sub Division, Panchayat (R & B) Division, Panchayat (R & B) Division,
Dayapar Bhuj-Kutch Bhuj-Kutch
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details.html
RAW_HTML
GRs - 1.pdf
GRs - 2.pdf
GRs - Special Conditions.pdf
Special Condition - Maintenance - PMGSY.pdf
Sch-B Punrajpar Baiyavo.pdf
Checklist.pdf
GENERAL TECHNICAL SPECIFICATIONS.pdf
Section 3 maintnence condition.pdf
Sp Indaxe.pdf
Testing.pdf
SBD Book - Punrajpar Baiyavo.pdf
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