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Tender Value
₹3.9 Cr
EMD Value
₹3.9 L
Closing Date
13 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer Panchayat R&B Division Amreli
Resurfacing to Roads of Amreli District Package No.03 Ta.Dhari , Dist.; Amreli.
302027
Tender Notice No.02/2026-27 Sr.No.5
Open
Civil Works - Roads
Amreli
8 documents required · 7 mandatory · 1 optional
₹6,000
Executive Engineer Panchayat R&B Division Amreli
₹3.9 L
6 May 2026
6 May 2026
6 May 2026
13 May 2026
6 May 2026
Name of work :- Resurfacing to Roads of Amreli District Package No.RPC-
2/AMR/MMGSY/Khas Angbhut/2025-26/P.03 Ta.Dhari , Dist.; Amreli.
BILL OF QUANTITIES
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
1 Clearing and grubbing of road land 2.45 One 28455.09
incl.uprooting rank vegetation, grass, Hect.
bushes, shurbs, saplings and trees girth upto
300mm removal of stumps of trees cut
earlier and disposal of unserviceable
materials © By mechanical means in area of
2 Earthwork for embankment including 1200.40 One 157.91
breaking clods, dressing with all lead and lift Cum
(Excluding watering and consolidation) (A)
From borrow area with all lead and
lift.Executed with machineries.(Selected soil
to be used for earthwork shall be from
BORROW AREA only having CBR not less
3 Box cutting the road surface to proper slope 275.40 One 109.41
and camber for making a base for road work Cum
including removing the excavated stuff and
depositing on the road side slopes as
directed upto all lead.
4 Earthwork in cutting in all sorts of soil and 4467.00 One 134.12
soft Murrum including conveying and Cum
spreading the suff embankment as and
where directed within 200 meters from the
end of the cutting with all required lead and
5 Supplying, stacking, spreading, rolling, 1666.63 One 602.46
watering and consolidation to desired Cum
density of quarry spall with all lead and lift.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
6 WBM Grading-1 69.00 One 2007.27
Providing, laying, spreading and compacting Cum
stone agg. Of 90mm to 45mm size to water
bound macadam specification including
spreading in uniform thickness, hand
packing, rolling with smooth wheel roller 80-
100 KN in stage to proper grade and camber,
applying and brooming, stone
screening/binding material to fill-up the
intersties of coarse agg., watering and
compacting to the required density grading-
1 as per Technical Specification Clasue.405
By menual means.
7 WBM Grading-2 129.90 One 1807.59
Providing, laying, spreading and compacting Cum
stone agg. Of 63mm to 45mm size to water
bound macadam specification including
spreading in uniform thickness, hand
packing, rolling with smooth wheel roller 80-
100 KN in stage to proper grade and camber,
applying and brooming, stone
screening/binding material to fill-up the
intersties of coarse agg., watering and
compacting to the required density grading-
2 as per Technical Specification Clasue.405
By menual means.
8 Rolling and Watering of earthwork in layers 1409.60 One 22.95
with vibratory roller including filling in Cum
depression which occur during the process
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
9 Providing, Laying and Rolling of Built up 7106.00 One 174.19
Spray grout in one layers Using Emulsion Sqm
RS1 tack coat at the rate of 2.50Kg/10sqm on
BT surface (As per IRC-16) with spreading
stone aggregate at the rate of
0.50cum/10Sqm. And spraying bitumen at
the rate of 15kg/10sqm. For first layer and
spreading 0.13cum/10sqm. of key aggregate
on top accordanace with the requirement of
specification, incuding cost of stone
aggregate, bitumen, consolidation with
roller, necessary firewood, oil lubricats,
labour charges, machineries, tools etc.
10 Providing, laying and rolling 37.50mm thick 2313.00 One 2895.70
compacted bitumenous Macadam (B.M.) in MT
one layer with B.T. aggregates as specified
and using Emulsion RS1 for tack coat at the
rate of 2.50kg/10sqm (As per IRC-16) and
using bitumen for mixing with agg. at the
rate of 3.40% i.e 34.00kg/MT of total mix
including 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, oil, lubricants, labour charges, etc.
by using constractor's own Drum mix plant,
machineries and equipment, tools etc.
complete in accordanace with the
requirement of sepcification.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
11 Providing and laying and rolling of 20mm 1292.00 One 3367.16
Compacted mix seal surface with B.T. and MT
aggregate as spedified using bitumen Grade
VG-30 for mixing with aggregate at the rate
of 5.10% i.e 51.00Kg/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 0.27cum/10sqm etc. complete in
accordance with the requirement of
12 Excavation for foundation upto 1.5m depth 421.00 One 253.88
including sorting out and stacking of useful Cum
materials and disposing of the excavated
stuff upto all lead. Dense or hard soil.
13 Excavation for foundation upto 1.5m depth 294.00 One 432.61
including sorting out and stacking of useful Cum
materials and disposing of the excavated
stuff upto all lead. Hard Murrum
14 Excavation of foundation in Sand graval caly 323.30 One 511.11
soft soil and murrum etc. including shoring, Cum
struting dewatering as necessary and
disposing of the excavated stuff as directed.
Depth upto 3.00mt.
15 Excavation of foundation in hard murrum 503.90 One 611.32
and boulders and very stiff or sticky clays Cum
and other similar strata including shorting
out and struting and dewatering as
necessary and disposing of the excavated
stuff as directed.
16 Excavation in large boulders and soft rock by 177.20 One 716.55
wedging including shoring, strutting and Cum
dewatering as necessary and disposing of
the excavated stuff as directed,
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
17 Excavation in hard rock by dry-wet blasting 100.70 One 1675.30
and chiseling including dewatering Cum
preparing foundation base by proper
benching and stepping and disposing of the
excavated stuff as directed (B) Blasting
18 Providing and fixing Mild steel dowel bar of 45.00 One 450.07
minimum 32mm dia. For anchoring by Rmt.
drilling holes in foundation strata including
necessary bending, hooking of dowel bars
and grouting the holes complete as per
detailed drawing and as directed.
19 Providing and laying rubble for apron (Each 33.60 One 1083.81
stone weighting not less than 40kg) Cum
including and packing and filling in the
interstices with quarry spall.
20 Providing and casting in situ ordinary 941.50 One 3921.63
cement concrete M-150 mix and providing Cum
necessary pin headers including shuttering,
scafilding, laying vibrating, curing and
finishing complete Without V-Grooves For
21 Providing and filling in foundation with 281.30 One 3345.58
ordinary cement concrete M-100 mix and Cum
providing necessary vertical pin headers
incl. Formwork, vibrating, ramming and
curing complete.
22 Providing parapet of ordinary cement 79.70 One 1086.62
concrete M-200 as per detailed drawing with Rmt.
necessary reqinforcement including
shuttering laying vibrating and finishing to
line and level complete (ii) cast in situ.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
23 Construction of concrete road using tremix 331.00 One 7188.73
system with 20cm/15cm thick controlled M- Cum
250 concrete mixing conplast P-211 water
reduction admixure @ 100ml/bag of cement
and hardner 62.50ml. /bag using fixing and
removing "C" channels of required road
depth levelling if placed concrte with surface
vibrator, finishing the surface with power
floater and towel tight brooming as directed
with providing expantion joints 20x200mm
and contraction joints 20x20mm using
concrete cutter machine etc. complete.
24 Providing and casting in situ Controlled 772.40 One 5227.35
cement concrete M-200 for R.C.C. work in Cum
Piers, abutment, returns and riding returs as
per drawing including centering, shuttering,
scafolding where neccesary laying, vibrating
curing and finishing complete (A) For all
25 Providing and casting in situ Controlled 100.80 One 4620.44
Cement Concrete M-200 for R.C.C. Raft and Cum
cut-off walls including neccesary shuttering
laying, vibrating ramming of curing
26 Providing and casting in situ Contolled 24.20 One 5307.45
Cement concrete M 20 mix for R.C.C. works Cum
in pier cap, abutment cap, and dirt wall
including controlled cement concrete M
bed block or pedestals for required size
below bearings as per detailed drawings,
centering, shuttering, scaffolding wherever
necessary laying, vibrating, curing and
finishing complete.
27 Providing and casting in situ Controlled 136.90 One 5276.61
cement concrete M 25 for R.C.C. Solid slab Cum
including centering, scaffolding, curing and
finishing complete.
28 Providing and casting in situ Contolled 416.10 One 5300.56
cement concrete- M-200 for average Cum
75/150mm thick wearing coat laid as
directed incuding. tamping, vibrating,
finishing, curring and filling in joints with
bitumen complete.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
29 Providing and casting in situ Contolled 24.50 One 5158.71
cement concrete- M-200 mix for Approach Cum
slab including formwork, curing and
finishing complete.
30 Providing and casting in situ Controlled 8.10 One 4869.01
cement concrete- M-20 mix for kerbs/Kerb Cum
blocks including formwork,curing and
finishing complete.
31 Providing and laying weep hole in 345.00 One 56.12
Abutment and returns by using A.C/PVC No
pipe of 100mm. Incl. fixing in proper grade
and jointing the complete as per detailed
32 Providing and laying filter media 600mm. 100.50 One 1239.35
thick directed at the back of abutments, Sqm
returns and wing walls as per detailed
specifications.
33 Providing and fixing in position Mild steel 18.00 One 341.29
dowel bars in pier cap or abutment caps for No
anchorage in fixed end as per detailed
drawings including cutting bending and
welding complete.
34 Providing and fixing in position Mild steel 18.00 One 399.70
dowel bars in pier cap or abutment caps for No
anchorage in free end as per detailed
drawings including cutting bending and
welding complete.
35 Providing and laying in Position FE - 11.190 One 73858.69
500/500D TMT bar reinforcement including MT
cutting, bending, hooking and tying
complete as per detailed drawings for the
following (A) Piers (B) Abutments (C)
Returns (D) Walls etc.
36 Providing and Fixing in position FE- 35.320 One 73243.01
500/500D TMT bar reinforcement including MT
cutting, bending, hooking, and tying
complete as per detailed drawaing (A)RCC
kerb (B) RCC Footpath (B) RCC Solid Slab/
App. Slab / Wearing coat.
37 Providing 12mm. Thick Pre-moulded asphalt 37.50 One 703.52
filler joints as per drawings Sqm
38 Providing G.I. 100mm. Diameter water 24.00 One 536.02
spouts including necessary iron gratings as No
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
39 Providing flood gauge marks on sub 13.40 One 156.33
structure as per design including painting Rmt.
40 Filling available excavated earth (excluding 1222.40 One 136.91
rock ) in trenches plinth sides of foundation Cum
etc. in layers not exceeding 20cm in depth
consolidating each deposited layer by
ramming and watering.
41 Numbering the CD work with approved 2.00 One 58.80
paint including all materials for painting etc. No
42 Supplying and fixing reinforced concrete 135.00 One 3568.99
heavy duty non presure pipes with collars Rmt.
for culverts carrying heavy traffic as per IS
458-1991 specification including setting and
joinng the pipes in C.M. 1:2 watering and
laying (to level or slope) of I.S. Class NP-3 of
following internal diameter with all lead and
lift. (i) 900mm Dia.
43 Dismantling the existing structure including 228.00 One 409.22
removing and stacking the dismantled Cum
materials as and where directed.
Stone/Rubble masonary.
44 Dismantling the existing structure including 580.90 One 930.35
removing and stacking the dismantled Cum
materials as and where directed. RCC Work.
45 Dismantling G.I. Pipes G.S.W. Pipes and A.C 105.00 One 76.67
Rain water pipes with fitting and clamps Rmt.
including stacking the materials with all
lead and lift (for any of pipe)
46 Providing temporary all weather and fair 420.00 One 1965.73
weather diversion suitable for traffic during Rmt.
the construction Period of the bridge / Slab
drain including providing necessary drains
and all safety measures including red lamps
/ signals at night for traffic etc. complete.
47 Providing and fixing Precast cement concrete 37.00 One 356.49
Hectometer as per IRC type design incl. No
painting, lettering etc. fixing in C.C. 1:5:10.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
48 Providing and fixing Precast cement concrete 1140.00 One 344.07
Guard stone as per I.R.C. type design No
including white washing etc. complete.
Fixing in C.C.1:5:10.
49 Providing and fixing ordinary Kilometer 5.00 One 704.33
stone of pre-cast C.C. 1:2:4 including No
necessary reinforcement as per I.R.C. type
design in C..C. 1:4:8 including painting
lettering etc. complete. (For ODR, VR)
50 Providing and fixing ordinary Kilometer 4.00 One 1293.39
stone of pre-cast C.C. 1:2:4 including No
necessary reinforcement as per I.R.C. type
design in C..C. 1:4:8 including painting
lettering etc. complete. (For, MDR,SH)
51 Providing and fixing Indicator stone of 409.00 One 102.84
approve stone as per I.R.C. type design in No
C.C. 1:4:8 including white washing etc.
complete Fixing in Earth
52 Providing and fixing Flood guage post mark 2.00 One 1141.30
of 'C' angle size 100mm x 50mm x 6mm thick No
(in head wall 0.500mt. And 1.50mt. Out side
with painting and lettering with redeum
color as directed.
53 Village/Bump Ahead sign. : Providing and fixing 15.00 One 5045.36
sign boards made out of 2mm Aluminium sheet size No
90x60 cms. Rectangle as per the design of IRC-67-1977
pre treated with phospheting process and acid
etching coated with one coat of apoxy primer and two
coats of best quality epoxy paint reflectorised with
retro reflective sheeting as per latest MOST
specification letter and numbers should be as per
IRC:30-1968, 3.1 Mt. long (2 nos) stand post and frame
fabricated from suitable size iron angle of
50x50x5mm, painted with best quality epoxy coating
in black and white bends, the details of symbole on
inscription/ numerals for each board shall be as per
the instruction of the Engineer in charge. The fixing at
site shall be in C.C 1:2:4 block of size 45x45x60cms. for
each leg including excavation curring etc. complete
under the supervision of engineer in charge (A)
Engineer Grade.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
54 Village name Sign :-Providing and fixing sign boards 11.00 One 6397.43
made out of 2mm aluminium sheet / 4mm ACP No
(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
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
55 Hazard Marker sign : 12.00 One 2423.73
Providing and Fixing sign boards made out of 2mm No
aluminum 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) Engineering
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
56 Hazard Marker Sign :-Providing and fixing sign 18.00 One 3518.68
boards made out of 2.0 mm aluminium sheet / 4 mm No
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 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
57 Direction sign (Junction board):-Providing and fixing 1.00 One 14831.70
sing boards made out of 2mm aluminium sheet; size No
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)...
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
58 Direction (Junction) Sign :-Providing and fixing sign 2.00 One 21287.50
boards made out of 2mm aluminium sheet / 4mm No
ACP (Aluminum composite Panel); size 244x122 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;
4.0mtr (2 Nos.) 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
50x50x5mm; 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
59 Sign Board per square Meter :-Providing and fixing 26.00 One 7615.37
sing boards made out of 2mm aluminium sheet; size 1 No
Meter x 1 Meter as as per the design given by
engineer in charge 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 may be fabricated either from suitable size
iron angle of 35 x 35x 3mm & 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)...
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
60 Sign board per Square Meter :-Providing and fixing 12.00 One 7894.01
sign boards made out of 2mm aluminium sheet / No
4mm ACP (Aluminum 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 D-4956 and latest M.O.S.T.Specifications;
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
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
61 Cautionary Warning Sign : Providing and fixing sign 2.00 One 3808.65
boards made out of 2mm Aluminium sheet size No
90x90x90 cms. Equilateral treangle as per the design
of IRC-67-1977 pre treated with phospheting process
and acid etching coated with one coat of apoxy
primer and two coats of best quality epoxy paint
reflectorised with retro reflective sheeting as per latest
MOST specification 3.1 Mt. long stand post and frame
fabricated from suitable size iron angle of
35x35x3mm, 75x75x6mm. as required painted with
best quality epoxy coating in black and white bends
the details of symbole 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 45x45x60cms. for
each leg including excavation curring etc. complete
under the supervision of engineer in charge (A)
Engineering Grade.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
62 Citizen's information Board. Providing and fixing of 2.00 One 7399.26
typical MMGSY information board as per instruction. No
Two MS sheets of 3 mm thick, of 900 mm x 750mm
size fixed at top & bottom duly rivetted with MS
angles of 25 x 25 x 5 mm thick M.S angle shall be
welded by two vertical M.S angle of 5 mm thick to
mm x 75 mm 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.
63 Road Marking with Hot Applied paints with 1911.00 One 367.72
reflectorising glass beads on bitumin surface Sqm
providing and laying a hot applied thermoplasting
compund 2.5mm thick including reflectorising glass
beads @250 gm per sq.mtr area, thickness of 2.5mm is
excluding of surface applied glass beads as per IRC:35-
2015 the finished surface to be level, uniform and free
from streaks and holes, zebra
patta/bump/centerline/edge line/ cut patta. the
while color marking should provide liminance
coefficient on cement road shall be min.
mcd/m2/lux and asphalt road shall be min
mcd/m2/lux during the survice life during the date
the marking should meet the performanace criteria
for night time reflectivity, wet reflectivity and skid
resistance as mentioned in the section-15 of IRC 35-
2015 warranty for retroreflectivity shall be two years.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
64 Cat Eye / Road Stud / RPM: Supplying of 410.00 One 326.23
Molded Twin Shanks Raised Pavement No
Markers made of polycarbonate and ABS
moulded body and reflective panels with
micro prismatic 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.
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
65 35-2015 andand
Providing as directed
erectingbya Engineer-in-
"W" metal crash 107.00 One 3723.50
barrier comprising of 3mm thick currugated Rmt.
sheet metal beam rail, 70cm above
Road/Ground level, fixed on ISMC series
channel vertical post, 150x75x5mm spaced
2m center to center, 1.8m high, 1.1m below
ground/road level, all steel parts and
fitments to be galavanized 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 a spacer of channel section
150x75x5mm, 330mm long complete as per
Rupees Three Crore Eighty Five Lakh(s) One Thousand Eight Hundred Ninety Six
And Paise Thirty Six Only
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
I \ We am \ are willing to carry out the work at ……………………… % above \ bellow 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………………….………………
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.
NOTE: Amount Rs.149021/- 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
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8.GR SBD.pdf
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0.4 Tender Details No.2.pdf
0.1 SBD.pdf
0.2 BOQ.pdf
0.3 Speci MM-SC-RS-P03-Dhari.pdf
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