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Tender Value
₹75.0 L
EMD Value
₹74,958
Closing Date
20 May 2026, 6:00 pmClosed
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Executive Engineer Panchayat R and B Division Bhuj-Kachchh
CONSTRUCTION OF SH TO TEJARA GAM VANKOL MANDIR ROAD(MMGSY 2025-26, NON PLAN VR)(11th attempt)
304719
06-2026/2027
Open
Civil Works - Roads
Kutch
7 documents required · 7 mandatory
₹2,400
Executive Engineer Panchayat R and B Division Bhuj-Kachchh
₹74,958
12 May 2026
12 May 2026
12 May 2026
20 May 2026
12 May 2026
NAME OF WORK:-CONSTRUCTION OF SH TO TEJARA GAM VANKOL MANDIR ROAD(MMGSY 2025-26,
BILLOF QUANTITIES
(A) Percentage Rate Tender (Upto INR 50 Cr)
It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Rate in Amount
specifications) Figures
1 Clearing and Grubbing road land including uprooting rank, vegetation, 0.48 Hect. 28455.08
grass bushes, shrubs, saplings and trees girth up to 300 mm removal of
stumps of trees cut earlier and disposal of unseviceable materials and
stacking of serviceable materials to be use (A) By mechanical means in
area of light jungle
2 Box cutting the road surface to proper slope and camber for making a 676.00 Cmt. 109.24
base for road work including removing the excavated stuff and
depositing on the road side slope as directed upto
3 Earth work for embankment with selected soil C.B.R.not less than 6.0 2009.00 Cmt. 163.69
including breaking clods, dressing, with all, lead and lift (excl. watering
and consolidation) From borrow area with all lead & lift
4 Rolling & watering and consolidation earthwork using vibratory road 2009.00 Cmt. 22.96
roller 8 - 10 tonne capacity (A) Earth work (layer not exceeding 200mm
5 Providing and laying W.B.M. of M.C. metal of size 45 mm to 90 mm size 594.00 Cmt. 1197.22
including 0.27 Cu.M. Stone screening & 0.08 Cu.M. stone dust as filler
including spreading, watering & consolidation by vibratory roller 80KN to
100KN static weight. 100 mm thick compacted
6 Providing and laying W.B.M. of M.C. metal of size 45 mm to 63 mm size 539.00 Cmt. 1093.51
including 0.12 Cu.M. Stone screening & 0.08 Cu.M. stone dust as filler
including spreading, watering & consolidation by vibratory roller 80KN to
100KN static weight. 75 mm thick compacted each layer.
It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Rate in Amount
specifications) Figures
7 Providing and laying bituminous grout base course 37.50 mm 264.00 M.T. 2257.82
compacted thi. using B.T. stone aggregates as per required gradation
with the Bitumen V.G.-30 for tack coat 2.5 Kg/10 Smt on B.T.Surface
and 4.0 Kg/10 Smt on W.B.M.Surfcae and asphalt V.G.-30 grade for
mixing @ 1.99 % i.e. 19.90 kg./ MT by weight of mix incl. heating and
mixing in drum mix plant transporting the mix , spreading the same by
pavers finisher and consolidation as per MORTH specification incl. cost
of all materials fuels, labors, tools and plant etc. using contractors own
drum mix plant etc. comp. etc. comp.
8 Providing and laying 37.50 mm thick compacted B.M. using stone chips 290.00 M.T. 2836.04
0.66 Cum / 1 M.Ton mix as per gradation and tack coat with Bitumen
V.G.-30 grade @ 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 contineous batching drum mix plant, transporting and
mixed matrrial 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.
9 Provindig and laying bituminous sealcoat with stone chips 6 to 10mm 96.00 M.T. 3149.92
size 0.18 cmt /10 smt. i.e. using 0.66 cmt agg.per M.T. mix using asphalt
V.G.-30 @ of 4.50 % of mix inc. heating the asphalt and agg. By
continous batching drum mix plant and paver finisher and consolidating
by vibratory roller incl. providing equipments, tools, plants, firewood ,oil,
kerosene, labour charges etc, comp, using the contractor's own
10 Providing & Laying cement concrete 1:4:8 (1-Cement 4-Coarse sand 8- 254.80 Cmt. 2968.27
machine crushed stone aggregates 40mm nominal size) and curing
complete in foundation and plinth.
It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Rate in Amount
specifications) Figures
11 Proving and laying cement concrete Grade M20 C.C.1:1.5:3(1 296.00 Cmt. 5189.34
Cement:1.5 Coarse Sand:3 stone agg 20mm nominal size) for CC road
and curring etc. comp. incl. cost of form work. Finishing the cement
concrete road by Tri-mix process inclusive of labour charges for trimix
vacume dewatering process on cement conc. road by using vacume
dewatering pump, surface floater, including chanelling and making
grooves & rough finish to surface, providing expansion join, construction
joint incl. filling the joint with asphalt filler as per direction by engineer in
charge as per specification.
12 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 7044.00 Kg. 77.29
bending, binding and placing in position complete upto floor two level
13 Excavation for foundation in sand, gravel, clay soft soils and murrum etc. 247.00 Cmt. 157.33
including shoring, strutting dewatering as necessary and disposing of the
excavated stuff as directed.(A) Depth upto 3.0 M. and lead upto 100m
14 Providing and filling in foundation with ordinary cement concret M150 210.20 Cmt. 3697.13
mix and providing necessary vetical pin headers including formwork
vibrating ramming and curing complete.
15 Supplying and fixing reinforced concrete heavy duty non pressure pipes 75.00 Rmt. 3469.26
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.(v)
16 Providing the diversion by proper means e.i. In proper grade, camber 56.00 Rmt. 329.31
and approach etc. for easy passing of trafic incl. Providing neccesary sign
board, making etc.and maintaining the same during the period of work
up to complition of work.
17 Providing and fixing ordinary kilometer stone of pre-cast c.c. 1:2:4 2.00 No. 704.33
including necessary reinfor- cement as per I.R.C. type design fixing in C.C.
1:4:8 including letter and paints etc. complete.
It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Rate in Amount
specifications) Figures
18 Providing and fixing hectometer as per I.R.C. type design including 5.00 No. 356.50
painting,lettering etc. complete. (ii) Fixing in C.C. 1:5:10
19 Providing fixing indicator stone of approved stone as per I.R.C. type 41.00 No. 343.27
design in c.c. 1:4:8 including white washing etc. complete. (ii) Fixing in
20 Facility Informatory Sign :-Providing and fixing sign boards with logo of 1.00 No. 3990.64
MMGSY made out of 2mm aluminium sheet / 4mm ACP (Aluminum
composite Panel); size 80 x 60 cms. rectangular 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 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 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 sheeting.
It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Rate in Amount
specifications) Figures
21 Cautionary Warning Sign :-Providing and fixing sign boards made out of 4.00 No. 5077.27
2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size
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
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
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
It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Rate in Amount
specifications) Figures
22 Give Way Sign :-Providing and fixing sign boards made out of 2mm 1.00 No. 3906.19
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 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 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
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
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(S.O.R.It.No.26097B)
It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Rate in Amount
specifications) Figures
23 Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 2.00 No. 3518.69
mm aluminium sheet / 4 mm ACP (Aluminum composite Panel); size
90x30 cms. rectangular 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 High
Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per 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 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
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
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
It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Rate in Amount
specifications) Figures
24 Direction sign (Junction board):-Providing and fixing sing boards made 1.00 No. 14831.71
out of 2mm aluminium sheet; size 244 x 122cms. rectangle as 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 refiective 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 75x75x6mm 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.No. Description of Item ( with brief specification and reference to book of Quantity Unit Rate in Amount
specifications) Figures
25 STOP Sign :-Providing and fixing sign boards made out of 2mm 1.00 No. 6704.36
aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 cms.
Octagonal 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 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
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
It.No. Description of Item ( with brief specification and reference to book of Quantity Unit Rate in Amount
specifications) Figures
26 Village name Sign :-Providing and fixing sign boards made out of 2mm 1.00 No. 6397.43
aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90x60
cms. rectangular 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 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 iron angle of 35 x 35 x 3mm; painted with
bestquality 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 sheeting
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 .
Estimated amount put to tender Rs.74,95,807.94 Estimated amount put to tender Rs.74,95,807.94
Deduct …………………..% below Add …………………..% Above
Executive Engineer
Signature of the Contractor. R & B Panchayat Division
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GRs - 1.pdf
GRs - 2.pdf
GRs - Special Conditions.pdf
SPECIAL CONDITION OF CONTRACT 17 A and B.pdf
Schedule - B.pdf
Information_Sheet Beru.pdf
Material Test.pdf
POL- Approach.pdf
SBD Check list.pdf
Specification Index.pdf
Specification.pdf
SBD.pdf
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