Loading…
Loading…
Tender Value
₹3.8 Cr
EMD Value
₹3.8 L
Closing Date
4 Jun 2026, 6:00 pmClosed
Executive Engineer Panchayat (R&B) Division, Junagadh
Resurfacing Roads of Junagadh Dist. PKG.No.RPC-2/JND/KISANPATH/RESURFACING/2025-26/PKG NO.2 Ta.Manavadar Dist.Junagadh (3rd Attempt)
309149
04/2026-27 Sr.No.2
Open
Civil Works - Roads
Junagadh
8 documents required · 7 mandatory · 1 optional
₹6,000
DD in favour of Executive Engineer, Panchayat R&B Division - Junagadh
₹3.8 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 1.94 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 864.00 One 157.91
with all lead and lift (excluding watering and consolidation) (C) Cum
from borrow area within land width from 1 km lead, and
should have CBR not less than 6.00%
3 Earthwork for embankment including breaking clods, dressing 1301.00 One 169.27
with all lead and lift (excluding watering and consolidation) (E) Cum
from borrow area within 3 km lead
4 Box cutting the road surface to proper slope and camber for 1264.00 One 109.41
making a base for road work including removing the excavated Cum
stuff and depositing on the road side slopes as directed upto All
5 Earthwork in cutting in all sorts of soil and soft Murrum 1787.40 One 134.12
including conveying and spreading the suff embankment as Cum
and where directed within 200 meters from the end of the
cutting with all required lead and lift.
6 Supplying, stacking, spreading, rolling, watering & 585.00 One 572.06
consolidation to desired density of Hard Murrum with all lead Cum
7 Scarifying graveled macadam or Bitumen macadam surface 20460.00 One 41.60
6cm to 10cm depth including stacking useful materials on road Sqm
side and disposing off remaining stuff.
8 Water Bound Macadam Grading 1 (By Manual Means) 1668.40 One 1345.72
Providing, laying, spreading and compacting stone aggregates Cum
of 90 to 45mm sizes to water bound macadam specification
including spreading in uniform thickness, hand packing, rolling
with smooth wheel roller 80-100 kN in stages to proper grade
and camber, applying and brooming, stone
screening/bindingmaterials to fill-up the interstices of coarse
aggregate, wateringand compacting to the required density.
9 Providing and laying compacted W.B.M. 75mm thick (Grade - 699.00 One 1259.63
II) of Machine crushed BT metal of size of 40-63 mm with 16% Cum
stone screening 13.20 mm size binding materials at
0.08Cum/10Sqm including spreading, watering and
consolidation by vibratory roller etc. complete.
10 Providing, laying, spreading and compacting graded stone 1403.00 One 1226.95
agregate 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.
11 Rolling of earthwork in layers with vibratory roller 80 to 100 1995.10 One 22.95
KN static weight / Power roller including filling in depression Cum
which occur during the process and Watering of earthwork as
12 Providing and applying primer coat with bitumen emulsion SS- 16087.50 One 65.34
1 on prepared surface of granular base including clearing of Sqm
road surface and spraying primer at the of at rate of
Kg/Sqm using mechanical means
Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount
No. book of Specification)
13 Providing and Laying bitumeneous grout 37.50mm thick using 1208.00 One 2012.02
Emulsion RS1 (Bulk) for tack coat at the rate of 2.5 Kg/10 Sqm MT
on B.T. surface and using BT chips for required gradation with
the asphalt of grade VG-30 at the rate of 1.99% ie. 19.90 Kg/MT
by weight of mix including heating and mixing in drum mix
plant, transporting the mix and spreading the same by paver
finisher and consolidation as per MOST specification including
cost of all Materials, fuel, labours, tools and plants etc. using
contractor's own drum mix plant etc. complete.
14 Providing, laying and rolling 37.50mm thick compacted 1328.00 One 2623.57
Bitumeneous Macadam (B.M.) with B.T. aggregates as par MT
MORTH specification and Emulsion RS1 (Bulk) for tack coat at
the rate of 2.50 Kg/10Sqm on B.T. surface (As per IRC-16) with
mechanical sprayer and bitumen grade VG-30 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 necessary including cost of hire charges, fire
wood, oil, lubricants, labour charges, etc. by using contractor's
own drum mix plant, machineries and equipment, tools etc.
complete in accordance with the requirement of specification.
15 Providing, laying And rolling 50 mm thick compacted 1543.00 One 2612.44
Bitumeneous Macadam (B.M.) in one layer with B.T. aggregates MT
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.
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
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
16 Providing, laying and rolling of 20mm thick compacted mix 1388.00 One 3102.21
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, using contractor's own drum mix
plant, machineries and equipment, tools etc. including flushing
of sand 0.27 Cum/0.30 Cum per 10 Sqm etc. complete in
accordance with the requirement of specification
17 Excavation for foundation upto 1.5 m depth including sorting 221.00 One 253.88
out and stacking of useful materials and disposing of the Cum
excavated stuff upto 50 meter lead. Dense or hard soil.
18 Excavation for foundation upto 1.5m depth including sorting 64.00 One 432.61
out and stacking of useful materials and disposing of the Cum
excavated stuff upto 50 meter lead. Hard Murrum
19 Excavation for foundation in sand, gravel, clay soft soils and 256.10 One 511.11
murrum etc. including shoring, strutting dewatering as Cum
necessary and disposing of the excavated stuff as directed.(A)
Depth upto 3.0M and lead upto 100m for 10 cum.
Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount
No. book of Specification)
20 Excavation of foundation in hard murrum and boulders and 93.00 One 611.32
very stiff or sticky clays and other similar strata including Cum
shorting out and struting and dewatering as necessary and
disposing of the excavated stuff as directed.
21 Providing and laying rubble for apron (Each stone weighting 35.40 One 1083.81
not less than 40kg) including and packing and filling in the Cum
interstices with quarry spalls.
22 Providing and casting in situ ordinary cement concrete M-150 15.00 One 3715.62
mix and providing necessary pin headers including shuttering, Cum
scafilding, laying vibrating, curing complete
23 Providing and filling in foundation with ordinary cement 557.40 One 3345.58
concrete M-100 mix and providing necessary vertical pin Cum
headers incl. Formwork, vibrating, ramming and curing
24 Providing parapet of ordinary cement concrete M-200 as per 22.90 One 1086.62
detailed drawing with necessary reinforcement including Rmt.
shuttering laying vibrating and finishing to line and level
complete (ii) cast in situ.
25 Providing & Cating in situ controlled cement concrete M-250 922.00 One 5921.16
mix with trimix C.C. Road laid conplast P-211 water reduction Cum
admixture @ 100ml/bag of cement as directed including
temping, vibrating, finishing, curing and filling joint with
bitumen etc as Directed and aprroved by engineer in charge.
26 Providing and casting in situ Controlled Cement Concrete M- 16.00 One 4726.17
250 for R.C.C. Raft and cut-off walls including neccesary Cum
shuttering laying, vibrating ramming of curing complete.
27 Providing and casting in situ Controlled Cement Concrete M- 38.40 One 4620.44
200 for R.C.C. Raft and cut-off walls including neccesary Cum
shuttering laying, vibrating ramming of curing complete.
28 Providing and casting in situ Controlled cement concrete M 250 35.50 One 5378.65
for R.C.C. Solid slab including centering, scaffolding, curing Cum
and finishing complete.
29 Providing and casting in situ Controlled cement concrete M- 32.00 One 5406.28
250 mix for average 75mm thick wearing coat laid as directed Cum
incuding. tamping, vibrating, finishing, curring and filling in
joints with bitumen complete.
30 Providing and casting in situ Contolled cement concrete- M-200 8.10 One 5158.71
mix for Approach slab including formwork, curing and Cum
finishing complete.
31 Providing and casting in situ Controlled cement concrete- M- 1.00 One 4869.01
200 Kerb/Kerb blocks including formwork,curing and Cum
finishing complete.
32 Providing and laying weep hole in Abutments and returns by 335.00 One 61.46
using A.C./P.V.C pipe of 100mm. Incl. fixing in proper grade No
and jointing the complete as per detailed specification
33 Providing and laying weep hole in Abutments and returns by 22.00 One 61.46
using P.V.C pipe of 110mm. Incl. fixing in proper grade and No
jointing the complete as per detailed specification
34 Providing and laying filter media 600mm. thick directed at the 44.30 One 1239.35
back of abutments, returns and wing walls as per detailed Sqm
specifications.
35 Providing and laying in Position FE 500D TMT bar 4.150 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
36 Providing and Fixing in position FE 500D TMT bar 24.500 One 73243.01
reinforcement including cutting, bending, hooking, and tying MT
complete as per detailed drawaing (A)RCC kerb (B) RCC
Footpath (C) RCC Approch Slab (D) Wearing coat.
Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount
No. book of Specification)
37 Providing Pre-moulded asphalt filler joints as per drawings. 10.70 One 703.52
38 Providing G.I. 100mm. Diameter water spouts including 4.00 One 536.02
necessary iron gratings as per drawings. No
39 Providing flood gauge marks on sub structure as per design 4.00 One 156.33
including painting complete Sqm
40 Filling available excavated earth (excluding rock ) in trenches 482.00 One 136.91
plinth sides of foundation etc. in layers not exceeding 20cm in Cum
depth consolidating each deposited layer by ramming and
41 Supplying and fixing reinforced concrete heavy duty 15.00 One 5560.00
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)1200mm. Dia
42 Dismantling the existing structure including removing and 53.70 One 409.22
stacking the dismantled materials as and where directed. Cum
Rubble masonary.
43 Dismantling the existing structure including removing and 32.30 One 930.35
stacking the dismantled materials as and where directed. RCC Cum
44 Demolation including stacking of serviceable materials and 285.00 One 1082.34
disposal of unserviceable materials with all lead and lift. (i) Cum
45 Providing Temporary all weather and fair diversion suitable for 40.00 One 1958.39
traffic during the construction period of the bridge/ slab drain Rmt.
/ causeway/ HPD. Etc. including all safety measures for traffic
46 Providing Temporary diversion suitable for traffic during the 50.00 One 659.83
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
47 Providing & casting in situ ordinary cement concrete M-150 mix 472.50 One 3921.63
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.
48 Providing and casting -in - situ controlled cement concrete M- 115.30 One 5227.35
200 for R.C.C. Return as per drawings including centering Cum
shuttering, scaffolding where necessary, laying vibrating,
curing and finishing complete. Height From 0.0 to 5.0m (1)
Piers (2) Abutment (3) RCC return
49 Providing and cast in situ Controlled Cement Concrete M-200 79.30 One 5300.56
for average 75/150mm thick wearing coat laid as directed Cum
incuding. tamping, vibrating, finishing, curring and filling in
joints with bitumen complete.
50 Providing and casting -in - situ controlled cement concrete M- 12.00 One 5333.08
250 for R.C.C. Return as per drawings including centering Cum
shuttering, scaffolding where necessary, laying vibrating,
curing and finishing complete. Height From 0.0 to 5.0m (1)
Piers (2) Abutment (3) RCC return
51 Providing and placing in position FE 500D TMT bar 1.40 One 73243.01
reinforcement including cutting, bending, hooking, and tying MT
complete as per detailed drawing. (A) Solid Slab.
52 Providing and placing in position FE 500D bar reinforcement 1.20 One 73858.69
for following items including cutting bending hooking and MT
tying complete as per detailed drawing. For well: curb, staining,
cap and RCC Raft.
53 Providing and fixing Hectometer as per IRC type design incl. 12.00 One 356.49
painting, lettering etc. fixing in C.C. 1:5:10. No
Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount
No. book of Specification)
54 Providing and fixing Guard stone as per I.R.C. type design 329.00 One 213.79
including white washing etc. complete. fixing C.C. 1:5:10 No
55 Providing and fixing Hectometer of precast C.C. 1:2:4 including 14.00 One 356.49
necessary reinforcement as per I.R.C. type design including No
painting lettering and etc. complete. (II) Fixing in C.C. 1:5:10
56 Providing and fixing ordinary Kilometer stone of pre-cast 7.00 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.
57 Providing and fixing Indicator stone of approve stone as per 135.00 One 102.84
I.R.C. type design in C.C. 1:4:8 including white washing etc. No
complete fixing in earth
58 Providing and fixing Junction Boards of M.S. plates and angles 2.00 One 5236.69
as per I.R.C. design incl;. Fixing in C.C. 1:4:8 with necessary No
excavation painting, figuring, lettering on boards etc. complete.
59 Providing and fixing indicator stone of approved stone as per 170.00 One 343.26
I.R.C. type design in C.C. 1:4:8 including white washing etc. No
complete. (ii) Fixing in C.C. 1:5:10
60 Providing and fixing Road sign of M.S. plate and angle iron 12.00 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
(ii) Reflective Type.
61 Citizen's Information Board- Providing and fixing of typical 2.00 One 7980.19
MMGSY information board as per instruction. Two M.S. sheets No
of 3 mm thick of 900mm x 750mm size fixed at top & bottom
duly rivetted with MS angles of 25x25x5mm thick M.S. angle
shall be welded by two vertical M.S. angle of 5mm thick to
75mm x 75mm of 12 SWG square tubes posts duly embedded in
cement concrete M-15 grade blocks of 600mm x 600mm x
750mm below ground level. The letters & figure of any shade
reflectorised with high intensity prismatic grade retro reflective
sheeting of Type-4 as per ASTM D-4956 and latest MORD
specifications; All sections of framed posts and steel tube will be
painted with primer and two coats of epoxy paints as per
drawing Clause 1701 and Annexure 1700.1 (10.16). (A) Class-B
high intensity grade retro reflective sheeting.
62 Road marking with hot applied thermoplastic paints with 870.00 One 367.72
reflectorising glass beads on bitumin surface providing and Sqm
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.
Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount
No. book of Specification)
63 Cat Eye / Road Stud / RPM: Supplying of Molded Twin 1297.00 One 326.23
Shanks Raised Pavement Markers made of polycarbonate and No
ABS moulded body and reflective panels with micro rismatic
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 DO III Dt 11.06. 1997. the height, width
and length shall not exceed 20 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 Kgf. 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
manufacturers recommendation and The color of the marker
should be as per the IRC 35-2015 and as directed by Engineer-in-
64 Village Name / Bump Ahead Sign : 3.00 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
65 Hazard Marker sign : 12.00 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 (2 nos)
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)
66 Village name Sign:-Providing and fixing sign boards made out 5.00 One 6397.43
of 2mm aluminium sheet/4mm ACP (Aluminum composite No
Panel); size 90x60 cms. rectangular as per design of IRC67-2012.
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 D4956 and latest
M.O.S.T.Specifications; 3.3mtr long stand post of Iron Angle
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
67 Hazard Marker Sign :-Providing and fixing sign boards made 18.00 One 2423.73
out of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum No
composite Panel); size 90 x 30 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 refiective sheeting of Type-4 as per ASTM
D-4956 and latest M.O.S.T. Specifications; 1.8 mtr long stand
post of Iron Angle 75 x 75 x 6 mm / 65 NB Circular MS Pipe as
required and frame fabricated from suitable size iron angle of
35 x 35 x 3 mm; 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 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
Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount
No. book of Specification)
68 Sign board per Square Meter :-Providing and fixing sign boards 8.00 One 7894.01
made out of 2mm aluminium sheet / 4mm ACP (Aluminum No
composite Panel); size 1 meter x 1meter 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 D4956
and latest M.O.S.T.Specifications; 4 mtr long stand post (2 Nos.)
of Iron Angle 75 x 75 x 6mm/65NB Circular MS Pipe as
required and frame fabricated from suitable size iron angle of
50x50x5mm; 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
69 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
Three Crore Seventy Six Lakh Fifty Thousand Nine Hundred Fifty One Rupees And Forty Two 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……………………
Deduct……..……..% Add……..……..%
In words………………….……………… In words………………….………………
Item Description of Item (With brief specification and reference to Quantity Unit Rate In Figures Amount
No. book of Specification)
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
NOTE: Amount Rs. 1,11,061.5 of Dismentalled materials shall be recovered from 1st R.A. bill of Contractor at once.
Signature of Contractor.
Deputy Executive Engineer Executive Engineer
Panchayat R&B Sub Division Panchayat R&B Division
Junagadh-1 Junagadh
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
RAW_HTML
GR ALL.pdf
04_2026-27 Nivida.pdf
BOQ RES-Kisanpath-P03 Manavadar.pdf
SBD RES-Kisanpath-P03 Manavadar.pdf
Specification RES-Kisanpath-P03 Manavadar.pdf
Download all tender documents and submit your bid