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Tender Value
₹1.6 Cr
EMD Value
₹1.6 L
Closing Date
4 Jun 2026, 6:00 pmClosed
Executive Engineer Panchayat (R&B) Division, Junagadh
Resurfacing Gana Bhindora Road Ch.0/00 to 2/00 Taluka Manavadar And District Junagadh. (MMGSY NORMAL 2025-26)
309248
04/2026-27 Sr.No.19
Open
Civil Works - Roads
Junagadh
8 documents required · 7 mandatory · 1 optional
₹3,600
DD in favour of Executive Engineer, Panchayat R&B Division - Junagadh
₹1.6 L
27 May 2026
27 May 2026
27 May 2026
4 Jun 2026
28 May 2026
BILL OF QUANTITIES
Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount
No. book of Specification)
1 Clearing and grubbing of road land incl.uprooting rank 0.60 One 28455.09
vegetation, grass, bushes, shurbs, saplings and trees girth upto Hect.
300mm removal of stumps of trees cut earlier and disposal of
unserviceable materials © By mechanical means in area of
2 Earthwork for embankment including breaking clods, dressing 573.00 One 169.27
with all lead and lift (excluding watering and consolidation) Cum
(E) from borrow area within land width from 3 km lead.
3 Box cutting the road surface to proper slope and camber for 1769.00 One 109.41
making a base for road work including removing the excavated Cum
stuff and depositing on the road side slopes as directed.
4 Scarifying gravelled macadam or Bitumen macadam surface 3582.00 One 41.60
6cm to 10cm depth including stacking useful materials on road Sqm
side and disposing off remaining stuff.
5 Providing and laying compacted W.B.M. 100 mm thick (Grade - 538.00 One 1533.89
I) of size of 90-45 mm And stone screening Of Size 13.20 mm Cum
Machine crushed BT metal With binding materials at
0.08Cum/10Sqm including spreading, watering and
consolidation by vibratory roller etc. complete.
6 Providing, laying, spreading and compacting graded stone 359.00 One 1327.14
aggregate to wet mix macadam specification including Cum
premixing the Material with water at OMC in mechanical mix
plant carriage of mixed Material by tipper to site, laying in
uniform layers with paver in sub- base / base course on well
prepared surface and compacting with vibratory roller to
achieve the desired density.
7 Rolling & Watering of earthwork in layers with Vibratory roller 573.00 One 22.95
80 to 100 KN static wright including filling in depression which Cum
occur during the process as directed.
8 Providing, laying And rolling 50 mm thick compacted 394.00 One 3569.98
Bitumeneous Macadam (B.M.) in one layer with B.T. MT
aggregates as specified and using RS-1 Emulsion for tack coat
at the rate of 4.00 Kg 10Sqm. on B. T. Surface (As per IRC- 16)
and using bitumen for mixing with aggregate at the rate of
3.40% i.e. 34.00 kg MT of total mix, including heating and
mixing in Drum mix plant and spreading the same by Paver
finisher and consolidation with Vibratory roller including cost
of Hire charges, firewood, fl, Lubricants, labour charges, etc.
Drum mix plant, machineries and equipment, tools etc.
complete in accordance with the requirement of specification
9 Providing, laying and rolling of 20mm thick compacted mix 165.00 One 4408.99
seal surface with B.T. and aggregate as specified using bitumen MT
for mixing with aggregate at the rate of 5.10% i.e. 51.00 Kg/MT
of total mix, including heating and mixing in drum mix plant
and spreading the same by paver finisher and consolidation
with vibratory roller including necessary firewood, oil,
lubricants, labour charges drum mix plant, machineries and
equipment, tools etc. including flushing of sand 0.30 Cum/10
Sqm etc. complete in accordance with the requirement of
Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount
No. book of Specification)
10 Excavation for foundation in sand, gravel, clay soft soils and 172.00 One 511.11
murrum etc. including shoring, strutting dewatering as Cum
necessary and disposing of the excavated stuff as directed.(A)
Depth upto all and lead 3.0M lead upto 100m for 10 Cum
11 Providing and filling in foundation with ordinary cement 581.00 One 3345.58
concrete M-100 mix and providing necessary vertical pin Cum
headers incl. Formwork, vibrating, ramming and curing
12 Providing and casting in situ Controlled cement concrete M- 71.00 One 5406.28
250 for wearing coat laid as directed incuding. tamping, Cum
vibrating, curing and finishing, curing and filling in joints with
bitumen complete.
13 Providing and laying in Position FE 500D TMT bar 3.000 One 73858.69
reinforcement including cutting, bending, hooking and tying MT
complete as per detailed drawings for the following (A) Piers
(B) Abutments (C) R.C.C. Returns
14 Providing and Fixing in position FE 500/ 500D TMT bar 21.400 One 73243.01
reinforcement including cutting, bending and tying complete MT
as per detailed drawaing (A)RCC kerb (B) RCC Footpath (C)
RCC Approch Slab (D) Wearing coat.
15 Filling available excavated earth (excluding rock ) in trenches 270.00 One 136.91
plinth sides of foundation etc. in layers not exceeding 20cm in Cum
depth consolidating each deposited layer by ramming and
16 Supplying and fixing reinforced concrete heavy duty 25.00 One 659.99
nonpressure pipes with collars for culverts carrying heavy Rmt.
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.I)300mm. Dia
17 Providing Temporary diversion suitable for traffic during the 255.00 One 734.80
construction period of the bridge / CD work by levelling Rmt.
existing ground and supplying and spreading Hard Murrum
in layear etc complete as per specification
18 Providing & casting in situ ordinary cement concrete M-150 259.00 One 3921.63
mix and providing necessary pin headers including shuttering, Cum
scaffolding, laying, vibrating, curing and finishing complete
without V-Groves.Height from 0.0 mt. to 5.0 mt.
19 Providing & Cating in situ controlled cement concrete M-250 1074.00 One 5907.22
mix with trimix C.C. Road laid as directed including temping, Cum
vibrating, finishing, curing and filling joint with bitumen etc as
Directed and aprroved by engineer in charge.
20 Providing and fixing Hectometer of precast C.C. 1:2:4 including 8.00 One 356.49
necessary reinforcement as per I.R.C. type design incl. painting, No
lettering and etc complete (ll) Fixing in C.C. 1:5:10
21 Providing and fixing Guard stone as per I.R.C. type design 107.00 One 213.79
including white washing etc. complete. fixing C.C. 1:5:10 No
22 Providing and fixing ordinary Kilometer stone of pre-cast 2.00 One 704.33
C.C. 1:2:4 including necessary reinforcement as per I.R.C. type No
design in C..C. 1:4:8 including painting lettering etc. complete.
23 Providing and fixing Indicator stone of approve stone as per 100.00 One 343.26
I.R.C. type design in C.C. 1:4:8 including white washing etc. No
complete fixing in C.C. 1:5:10
Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount
No. book of Specification)
24 Supplying and fixing Road sign of M.S. plate and angle iron 8.00 One 3072.98
incl. painting, lettering etc. complete. fixing in C.C. 1:4:8 block No.
with necessary excavation etc. complete as per IRC type design
(i) Reflective Type.
25 Citizen information Boars. Providing and fixing of Typical 1.00 One 8560.26
information board as per instruction Two ACP sheets of 3mm No
thick of 900mm x 750mm size fixed at top & bottom duly
rivetted with MS angles of 25 x 25 x 5mm thick MS angle shall
be welded by two vertical M.S. angleof 5mm thick to 75mm x
75mm pf 12SWG square tubes posts duly embeded in cement
concrete M-15 grade blocks of 600mm x 600mm x 750mm
below ground level. The letters and figures of any shade
reflectorised with High Intensity Prismatic Grade Retro
Reflective Sheeting of TYPE-4 as per ASTM D-4956 and latest
MORD specification; All sections of framed posts and sheet
tube will be painted with primer and two coats of epoxy paints
as per drawing Clause 1701 annexture 1700.1(10.16) (A) Class-B
High intensity Grade Retro Reflective Sheeting.
26 Village Name / Bump Ahed Sign : 2.00 One 5045.36
Providing and Fixing sign boards made out of 2mm aluminum No
sheet : size 90*60 cms. rectangle as per design of IRC-67-1977.
Pretreated 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.S.T specification: 3.1 M. long (2 nos) stand post and
frame fabricated from suitable size iron angle of 50*50*5mm
painted with best quality epoxy coatings in black and white
bends the details of symbole 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*45*60 cms for
each leg: including excvation curing etc. comp.under the
supervision of engineer-in-charge.(B)Engineer grade
27 Hazard Marker sign : 4.00 One 2423.73
Providing and Fixing sign boards made out of 2mm aluminum No
sheet : size 90*30 cms. rectangle as per design / Drawing
attached (IRC). Pretreated 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.S.T specification: 3.1 M. long stand
post and frame fabricated from suitable size iron angle of
35*35*3mm and 50*50*5mm : painted with best quality epoxy
coatings in black and white bends the details of symbole 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*45*60 cms for each leg: including
excvation curing etc. comp.under the supervision of engineer-
in-charge. (B) Engineer grade
Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount
No. book of Specification)
28 Chevron sign :-Providing and fixing sign boards made out of 4.00 One 3711.75
1.5mm aluminium sheet / 3mm ACP (Aluminum composite No
Panel); size 60x50cm 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; 3.3 mtr 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 of35x35x3mm;
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 besubmitted by
contractor. (A) Class-B Type-4 Retro Reflective sheeting
One Crore Fifty Eight Lakh Forty Thousand One Hundred Fifty Four Rupees And Seventeen Paisa
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 put as under.
* Estimated Amount * Estimated Amount
Put to tender Rs…………………… Put to tender 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
Signature of Contractor.
Deputy Executive Engineer Executive Engineer
Panchayat R&B Sub Division Panchayat R&B Division
Junagadh-1 Junagadh
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GR ALL.pdf
04_2026-27 Nivida.pdf
BOQ Res Gana Bhindora Road.pdf
SBD Res Gana Bhindora Road.pdf
Specification Res Gana Bhindora Road.pdf
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