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Tender Value
₹13.5 Cr
EMD Value
₹13.5 L
Closing Date
2 Jul 2026, 6:00 pmClosed
Executive Engineer Panchayat R&B Division Devbhumi Dwarka.
RE-CONSTRUCTION OF MINOR BRIDGES, SLAB DRAINS, BOX CULVERTS & PIPE CULVERTS AT VARIOUS LOCATIONS IN DEVBHUMI DWARKA DISTRICT (PANCHAYAT) UNDER MMGSY, IN THE STATE OF GUJARAT. (PACKAGE - 2) (Second Attempt)
314523
08/2026-27
Open
Civil Works
Works
Devbhumi Dwarka
14 documents required · 14 mandatory
₹18,000
Executive Engineer, R & B Panchayat Division Devbhumi Dwarka
₹13.5 L
17 Jun 2026
17 Jun 2026
17 Jun 2026
2 Jul 2026
17 Jun 2026
BILL OF QUANTITIES (BOQ)
Rate in Total Amount
Rate in Total Amount
Sr. No. Item Description Quantity Unit
Figure (in Rs.)
1 Clearing and grubbing road land including uprooting rank 2.24 One Hect. 28,455.09
vegetation grass bushes, shrubs, sapling and trees girth up to
300 mm removal of stumps of trees cut earlier and disposal
of unserviceable materials (C) By mechanical means in area
of light jungle.
2 Demarcation of road alignment including marking out road 0.56 One Km. 2,706.50
line by providing and fixing wooden pegs or steel rod of
required size at every 25 M to 50 M. including excavating
trenches on both sides of 0.30 m. x 0.30M. including
supplying of labours and all materials for every work etc
3 Portable Barricade in Construction Zone (Installation of a 204.00 One No. 3,035.05
steel portable barricade with horizontal rail 300 mm wide,
m in length fitted on a 'A' frame made with 45 x 45 x 5 mm
angle iron section, 1.5 m in height, horizontal rail painted (2
coats) with yellow and white stripes, 150 mm in width at an
angle of 450, 'A' frame painted with 2 coats of yellow paint,
complete as per IRC:SP:55-2001 )
1 of 37 SCHEDULE - B
Rate in Total Amount
Rate in Total Amount
Sr. No. Item Description Quantity Unit
Figure (in Rs.)
4 Diversion of water course, providing cofferdam and bund or 18.00 One No. 50,000.00
island as may be necessary for foundation and maintaining
the same for the period as may be necessary.
5 Earthwork for embankment including breaking clods, 4436.80 One Cum 160.76
dressing with all lead and lift (Excluding watering and
consolidation) (A) Selected soil should be From borrow area
with all lead and lift and should have CBR not less than
6 Earthwork for embankment including breaking clods, 13613.00 One Cum 177.91
dressing with all lead and lift and including watering rolling
and consolidation of subgrade in layers at O.M.C. to required
dry density including filling the depression which occur
during the process using power roller 8T to 10T.(E) From
Borrow area including all lead & lift
7 Earthwork in cutting including preparing slope and camber 54.00 One Cum 584.59
staking or utilizing the cutting stuff in bank as directed upto
200 meters from the end of the cutting with all required lead
and lift.(iii) hard Rock.
2 of 37 SCHEDULE - B
Rate in Total Amount
Rate in Total Amount
Sr. No. Item Description Quantity Unit
Figure (in Rs.)
8 WBM Grading-2 346.90 One Cum 1,970.49
Providing, laying, spreading and compacting 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 interstices of coarse
agg., watering and compacting to the required density
grading-2 as per Technical Specification Clasue.405 By
9 Rolling and Watering of earthwork with vibratory roller 4172.80 One Cum 22.95
including filling in depression which occur during the
process and as directed.
10 Excavation for foundation upto 1.5m depth including sorting 1434.60 One Cum 253.88
out and stacking of useful materials and disposing of the
excavated stuff upto all lead. (B) Dense or hard soil.
11 Excavation for foundation upto 1.5m depth including sorting 1284.30 One Cum 432.61
out and stacking of useful materials and disposing of the
excavated stuff upto all lead. (C) Hard Murrum
12 Excavation for foundation upto 1.5m depth including sorting 363.80 One Cum 301.84
out and stacking of useful materials and disposing of the
excavated stuff upto all lead. (D) Soft Rock
3 of 37 SCHEDULE - B
Rate in Total Amount
Rate in Total Amount
Sr. No. Item Description Quantity Unit
Figure (in Rs.)
13 Excavation for foundation upto 1.5m depth including sorting 248.60 One Cum 627.47
out and stacking of useful materials and disposing of the
excavated stuff upto all lead. (E) Hard Rock
14 Excavation of foundation in Sand gravel clay soft soil and 5182.20 One Cum 511.11
murrum etc. including shoring, strutting dewatering as
necessary and disposing of the excavated stuff as directed.
Depth upto 3.00mt.
15 Excavation of foundation in hard murrum and boulders and 467.50 One Cum 611.32
very stiff or sticky clays and other similar strata including
shorting out and strutting and dewatering as necessary and
disposing of the excavated stuff as directed.
16 Excavation in large boulders and soft rock by wedging 3444.50 One Cum 716.55
including shoring, strutting and dewatering as necessary
and disposing of the excavated stuff as directed,
17 Excavation in hard rock by dry-wet blasting and chiselling 1652.60 One Cum 1,675.31
including dewatering preparing foundation base by proper
benching and stepping and disposing of the excavated stuff
as directed (B) Blasting prohibited.
4 of 37 SCHEDULE - B
Rate in Total Amount
Rate in Total Amount
Sr. No. Item Description Quantity Unit
Figure (in Rs.)
18 Providing and fixing Mild steel dowel bar of minimum 636.00 One Rmt. 450.07
32mm dia. For anchoring by drilling holes in foundation
strata including necessary bending, hooking of dowel bars
and grouting the holes complete as per detailed drawing and
19 Providing and laying rubble for apron (Each stone weighting 88.70 One Cum 1,083.81
not less than 40kg) including and packing and filling in the
interstices with quarry spall.
20 Providing and casting in situ ordinary cement concrete M- 81.40 One Cum 3,715.62
150 mix and providing necessary vertical pin headers
including formwork, vibrating, ramming and curing
21 Providing and casting in situ ordinary cement concrete M- 3853.10 One Cum 3,921.63
150 mix and providing necessary pin headers including
shuttering, scaffolding, laying vibrating, curing and finishing
complete Without V-Grooves For all Height.
22 Providing and filling in foundation with ordinary cement 620.50 One Cum 3,345.58
concrete M-100 mix and providing necessary vertical pin
headers incl. Formwork, vibrating, ramming and curing
23 Providing and filling in foundation with ordinary cement 1013.80 One Cum 3,715.63
concrete M-150 mix and providing necessary vertical pin
headers incl. Formwork, vibrating, ramming and curing
5 of 37 SCHEDULE - B
Rate in Total Amount
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Sr. No. Item Description Quantity Unit
Figure (in Rs.)
24 Providing & laying rubble soling (hand packing) on 194.00 One Cum 2,259.67
prepared surface and filling interstice with sand including
all material, spreading ,watering etc completed as directed.
25 Providing and laying Rigid Flooring complete as per 115.00 One Cum 4,635.43
drawing and Technical specifications laid over cement
concert bedding.
(A) Rubble stone laid in cement mortar 1:3
26 Providing & laying 22.5 cm thick dry rubble stone pitching 856.00 One Sqm 745.57
on side slope on existing earthwork on murrum bed 7.50 cm
thick & filling interstice with murrum & providing Flush
pointing in CM 1:3 etc complete including curing &
preparing slope in Earth work as directed.
27 Providing parapet of ordinary cement concrete M-200 as per 107.00 One Rmt. 1,082.18
detailed drawing with necessary reinforcement including
shuttering laying vibrating and finishing to line and level
complete (ii) cast in situ.
28 Providing parapet of ordinary cement concrete M-30 as per 238.00 One Rmt. 1,217.96
detailed drawings with necessary reinforcement including,
shuttering, laying vibrating and finishing to line and level
complete.(ii) Cast in situ.
6 of 37 SCHEDULE - B
Rate in Total Amount
Rate in Total Amount
Sr. No. Item Description Quantity Unit
Figure (in Rs.)
29 Providing and casting in situ Controlled cement concrete M- 711.10 One Cum 5,198.58
200 for R.C.C. work in Piers, abutment, returns and riding
returns as per drawing including centering, shuttering,
scaffolding where necessary laying, vibrating curing and
finishing complete (A) For all Height
30 Providing and casting in situ Controlled cement concrete M- 2372.00 One Cum 5,462.90
30 for C.C. work in Piers, abutment, returns and riding
returns as per drawing including centering, shuttering,
scaffolding where necessary laying, vibrating curing and
finishing complete (A) For all Height
31 Providing and casting in situ Controlled Cement Concrete M- 92.60 One Cum 4,591.53
200 for R.C.C. Raft and cut-off walls including necessary
shuttering laying, vibrating ramming of curing complete.
32 Providing and casting in situ Ordinary cement concrete M- 330.00 One Cum 4,142.22
200 for C.C. Toe Wall and Curtain walls including necessary
shuttering laying, vibrating, ramming and curing complete.
33 Providing and casting in situ Controlled Cement Concrete M- 95.20 One Cum 4,697.25
250 for R.C.C. Raft and cut-off walls including necessary
shuttering laying, vibrating ramming of curing complete.
7 of 37 SCHEDULE - B
Rate in Total Amount
Rate in Total Amount
Sr. No. Item Description Quantity Unit
Figure (in Rs.)
34 Providing and casting in situ Controlled Cement Concrete M- 3064.00 One Cum 4,855.85
30 for R.C.C. Raft and cut-off walls including necessary
shuttering laying, vibrating ramming of curing complete.
35 Providing and casting in situ Controlled Cement concrete M 20.20 One Cum 5,278.54
20 mix for R.C.C. works in pier cap, abutment cap, and dirt
wall including controlled cement concrete M 25 bed block or
pedestals for required size below bearings as per detailed
drawings, centering, shuttering, scaffolding wherever
necessary laying, vibrating, curing and finishing complete.
36 Providing and casting in situ Controlled Cement concrete M 192.00 One Cum 5,542.86
30 mix for R.C.C. works in pier cap, abutment cap, and dirt
wall including controlled cement concrete M 35 bed block or
pedestals for required size below bearings as per detailed
drawings, centering, shuttering, scaffolding wherever
necessary laying, vibrating, curing and finishing complete.
37 Providing and casting in situ Controlled cement concrete M 167.90 One Cum 5,256.06
25 for R.C.C. Solid slab including centering, scaffolding,
curing and finishing complete.
38 Providing and casting in situ Controlled cement concrete M 1068.00 One Cum 5,890.42
30 for R.C.C. Solid slab including centering, scaffolding,
curing and finishing complete.
8 of 37 SCHEDULE - B
Rate in Total Amount
Rate in Total Amount
Sr. No. Item Description Quantity Unit
Figure (in Rs.)
39 Providing and casting in situ Controlled cement concrete- M- 372.70 One Cum 5,271.78
200 for average 75/150mm thick wearing coat laid as
directed including. tamping, vibrating, finishing, curing and
filling in joints with bitumen complete.
40 Providing and casting in situ Controlled cement concrete- M- 168.50 One Cum 5,536.10
30 for average 75mm thick wearing coat laid as directed
including. tamping, vibrating, finishing, curing and filling in
joints with bitumen complete.
41 Providing and casting in situ Controlled cement concrete- M- 23.60 One Cum 5,129.95
200 mix for Approach slab including formwork, curing and
finishing complete.
42 Providing and casting in situ Controlled cement concrete- M- 15.80 One Cum 5,235.67
250 mix for Approach slab including formwork, curing and
finishing complete.
43 Providing and casting in situ Controlled cement concrete- M- 199.00 One Cum 5,394.27
30 mix for Approach slab including formwork, curing and
finishing complete.
44 Providing and casting in situ Controlled cement concrete- M- 9.70 One Cum 4,842.86
20 mix for kerbs/Kerb blocks including formwork, curing
and finishing complete.
45 Providing and casting in situ Controlled cement concrete- M- 192.00 One Cum 5,107.19
30 mix for kerbs/Kerb blocks including formwork, curing
and finishing complete.
9 of 37 SCHEDULE - B
Rate in Total Amount
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Sr. No. Item Description Quantity Unit
Figure (in Rs.)
46 Providing and laying weep hole in Abutment and returns by 2056.00 One No 86.70
using A.C pipe of 100mm. Incl. fixing in proper grade and
jointing the complete as per detailed specification.
47 Providing and laying filter media 600mm. thick directed at 1424.10 One Sqm 1,239.35
the back of abutments, returns and wing walls as per
detailed specifications.
48 Providing and filling sand behind abutments and between 2611.00 One Cum 504.42
riding return, square return in layers as directed.
49 Providing and fixing in position Mild steel dowel bars in pier 12.00 One No 341.28
cap or abutment caps for anchorage in fixed end as per
detailed drawings including cutting bending and welding
50 Providing and fixing in position Mild steel dowel bars in pier 24.00 One No 424.88
cap or abutment caps for anchorage in free end as per
detailed drawings including cutting bending and welding
51 Providing and laying in Position FE -500/550D TMT bar 29.30 One MT 73,858.69
reinforcement including cutting, bending, hooking and tying
complete as per detailed drawings. For the RCC Raft footing,
10 of 37 SCHEDULE - B
Rate in Total Amount
Rate in Total Amount
Sr. No. Item Description Quantity Unit
Figure (in Rs.)
52 Providing and laying in Position FE -500/500D TMT bar 77.170 One MT 73,858.69
reinforcement including cutting, bending, hooking and tying
complete as per detailed drawings for the following (A) Piers
(B) Abutments (C) Returns (D) Walls etc.
53 Providing and laying in Position FE -500D/550D TMT bar 17.900 One MT 73,858.69
reinforcement including cutting, bending, hooking and tying
complete as per detailed drawings for the following (A) Pier
cap (B) Abutment cap & Dirt walls.
54 Providing and laying in Position FE -500D/550D TMT bar 107.700 One MT 73,243.02
reinforcement including cutting, bending, hooking and tying
complete as per detailed drawings for the following (A) Solid
55 Providing and Fixing in position FE-500/500D TMT bar 75.680 One MT 73,243.01
reinforcement including cutting, bending, hooking, and
tying complete as per detailed drawing (A)RCC kerb (B)
RCC Footpath (B) RCC Solid Slab/ App. Slab/ Wearing coat.
56 Providing and Fixing in position FE-500D/550D TMT bar 16.000 One MT 73,243.02
reinforcement including cutting, bending, hooking, and
tying complete as per detailed drawing (A)RCC kerb (B)
RCC Footpath (C) RCC App. Slab (D) Wearing coat.
11 of 37 SCHEDULE - B
Rate in Total Amount
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Sr. No. Item Description Quantity Unit
Figure (in Rs.)
57 Providing fusion bonded Epoxy coating not less than 175 62.700 One MT 8,729.43
micron thickness and up to 300 micron to reinforcement bars
as per IS-13620-1993/ASTM-775 M including testing of
coating at plant.
58 Providing 12mm. Thick Pre-moulded asphalt filler joints as 191.10 One Sqm 703.53
59 Providing G.I. 100mm. Diameter water spouts including 156.00 One No 536.03
necessary iron gratings as per drawings.
60 Providing flood gauge marks on sub structure as per design 60.30 One Rmt. 167.03
including painting complete
61 Painting Two Coats on New Concrete Surfaces (Painting two 1012.50 One Sqm 81.81
coats after filling the surface with synthetic enamel paint in
all shades on new plastered concrete surfaces) - For inner
face of Kerb / Crash Barrier
62 Filling available excavated earth (excluding rock ) in trenches 3578.70 One Cum 136.91
plinth sides of foundation etc. in layers not exceeding 20cm
in depth consolidating each deposited layer by ramming and
63 Numbering the CD work with approved paint including all 2.00 One No 58.80
materials for painting etc. complete.
12 of 37 SCHEDULE - B
Rate in Total Amount
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Sr. No. Item Description Quantity Unit
Figure (in Rs.)
64 Supplying and fixing reinforced concrete heavy duty non 45.00 One Rmt. 2,364.07
pressure pipes with collars for culverts carrying heavy
traffic as per IS 458-1991 specification including setting and
joining 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) 600mm Dia.
65 Supplying and fixing reinforced concrete heavy duty non 217.50 One Rmt. 3,971.70
pressure pipes with collars for culverts carrying heavy
traffic as per IS 458-1991 specification including setting and
joining 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.
66 Supplying and fixing reinforced concrete heavy duty non 471.00 One Rmt. 3,469.26
pressure pipes with collars for culverts carrying heavy
traffic as per IS 458-1991 specification including setting and
joining 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. (v) 900mm Dia.
13 of 37 SCHEDULE - B
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Figure (in Rs.)
67 Supplying and fixing reinforced concrete heavy duty non 22.50 One Rmt. 6,032.33
pressure pipes with collars for culverts carrying heavy
traffic as per IS 458-1991 specification including setting and
joining 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) 1200mm Dia.
68 Supplying and fixing reinforced concrete heavy duty 87.00 One Rmt. 6,621.26
nonpressure pipes with collars for culverts including setting
and joining the pipes in C.M. 1:2 watering and laying (To
level of slops of I.S. 458 / 1971 Class NP4 of following
internal diameter. (vi) 1200 mm dia.
69 Dismantling the existing structure including removing and 356.50 One Cum 409.21
stacking the dismantled materials as and where directed.
Stone/Rubble masonry.
70 Dismantling the existing structure including removing and 1168.70 One Cum 930.35
stacking the dismantled materials as and where directed.
71 Dismantling the existing structure including removing and 2.00 One MT 1,955.71
stacking the dismantled materials as and where directed.
Structural Steel.
72 Dismantling G.I. Pipes G.S.W. Pipes and A.C Rain water 60.00 One Rmt. 76.67
pipes with fitting and clamps including stacking the
materials with all lead and lift (for any of pipe)
14 of 37 SCHEDULE - B
Rate in Total Amount
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Figure (in Rs.)
73 Removing all type of Hume pipes and stacking including all 138.00 One Rmt 183.16
lead of earthwork and dismantling of masonry works.
(A) Up to 600 mm dia
74 Removing all type of Hume pipes and stacking including all 34.00 One Rmt 309.21
lead of earthwork and dismantling of masonry works.
(A) Above 900 mm dia
75 Dismantling the existing structure including removing and 742.50 One Cum 630.24
stacking the dismantled materials as and where directed. (A)
76 Dismantling of Flexible Pavements (Dismantling of flexible 145.50 One Cum 403.75
pavements and disposal of dismantled materials up to a lead
of 1000 metres, stacking serviceable and unserviceable
materials separately) ii) By Mechanical means. A)
Bituminous course
77 Dismantling of Cement Concrete Pavement (Dismantling of 228.60 One Cum 744.37
cement concrete pavement by mechanical means using
pneumatic tools, breaking to pieces not exceeding 0.02 cum
in volume and stock piling at designated locations and
disposal of dismantled materials up to a lead of 1000 metres,
stacking serviceable and unserviceable materials separately).
15 of 37 SCHEDULE - B
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Figure (in Rs.)
78 Providing temporary all weather and fair weather diversion 817.00 One Rmt. 1,878.53
suitable for traffic during 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.
79 Providing and fixing Flood gauge post mark of 'C' angle size 8.00 One No 1,140.29
100mm x 50mm x 6mm thick (in head wall 0.500mt. And
1.50mt. Out side with painting and lettering with radium
colour as directed.
16 of 37 SCHEDULE - B
Rate in Total Amount
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Figure (in Rs.)
80 Regulatory / Mandatory Sign :-Providing and fixing sign boards 31.00 One No 4,618.73
made out of 2mm aluminium sheet / 4mm ACP (Aluminium
composite Panel); size 60 cms Dia Circle as per design of IRC-67-
2012. Pre treated with phosphating process & acid etching; coated
with one coat of epoxy primer and two coats of best quality epoxy
paint ;reflectorised with Micro Prismatic Grade retro reflective
sheeting 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 best quality epoxy
coatings in black and white bends. The details of symbol foreach
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 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.
17 of 37 SCHEDULE - B
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Figure (in Rs.)
81 Distance Informatory / Destination Sign :-Providing and fixing sign 12.00 One No 20,918.11
boards made out of 2mm aluminium sheet / 4mm ACP
(Aluminium composite Panel); size 180x120 cms. rectangular as per
design of IRC-67-2012. Pre treated with phosphating 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; 4.0mtr long (2 Nos.) stand post of 75 x 75 x
6mm / 65NB Circular MS Pipe as required and frame fabricated
from suitable size iron angle of 50 x 50 x 5mm; painted with best
quality epoxy coatings in black and white bends. The details of
symbol foreach 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
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.
18 of 37 SCHEDULE - B
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Sr. No. Item Description Quantity Unit
Figure (in Rs.)
82 Diversion Ahead Sign :-Providing and fixing sign boards made out 12.00 One No 10,671.66
of 2mm aluminium sheet / 4mm ACP (Aluminium composite
Panel); size 180x60 cms. rectangular as per design of IRC-67-2012.
Pre treated with phosphating 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;
mtr long stand post (2 Nos.) of 50 x 50 x 5mm / 50NB Circular MS
Pipe as required and frame fabricated from suitable size iron angle
of 35 x 35 x 3mm; painted with best quality epoxy coatings in black
and white bends. The details of symbol foreach 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 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.
19 of 37 SCHEDULE - B
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Figure (in Rs.)
83 Men at work (2' x 2') sign :-Providing and fixing sign boards made 12.00 One No 4,962.13
out of 2.0 mm aluminium sheet / 4 mm ACP(Aluminium composite
Panel); size 60cm x 60cm square as per design of IRC-67-2012. Pre
treated with phosphating 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;
mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as
required and frame fabricated from suitable size iron angle of 50 x
50 x 5mm; 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 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
20 of 37 SCHEDULE - B
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Figure (in Rs.)
84 Sign board per Square Meter :-Providing and fixing sign boards 24.00 One No 12,310.89
made out of 2mm aluminium sheet / 4mm ACP (Aluminium
composite Panel); size 1meter x1 meter as per design of IRC-67-
2012. Pre treated with phosphating 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; 4 mtr long stand post (2 Nos.) of 75 x 75 x
6mm / 65NB Circular MS Pipe as required and frame fabricated
from suitable size iron angle of 50 x 50 x 5mm; 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 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
21 of 37 SCHEDULE - B
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Figure (in Rs.)
85 Cautionary Warning Sign :-Providing and fixing sign boards made 12.00 One No 5,077.27
out of 2mm aluminium sheet / 4mm ACP (Aluminium composite
Panel); size 90 x 90 x 90 cms. equilateral triangle as per design of
IRC-67-2012. Pre treated with phosphating 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 best quality
epoxy coatings in black and white bends. The details of symbol
foreach 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 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.
22 of 37 SCHEDULE - B
Rate in Total Amount
Rate in Total Amount
Sr. No. Item Description Quantity Unit
Figure (in Rs.)
86 Chevron sign :-Providing and fixing sign boards made out of 76.00 One No 4,681.35
1.5mm aluminium sheet / 3mm ACP (Aluminium composite
Panel); size 60x50 cm as per design of IRC-67-2012. Pre treated with
phosphating 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; 3.3 mtr long stand
post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and
frame fabricated from suitable size iron angle of 50 x 50 x 5mm;
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 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.
23 of 37 SCHEDULE - B
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Rate in Total Amount
Sr. No. Item Description Quantity Unit
Figure (in Rs.)
87 Hazard Marker Sign :-Providing and fixing sign boards made out of 18.00 One No 3,666.30
1.5mm aluminium sheet / 3mm ACP (Aluminium composite
Panel); size 90x30 cms. rectangular as per design of IRC-67-2012.
Pre treated with phosphating 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;
1.8mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe
as required and frame fabricated from suitable size iron angle of
x 35 x 3mm; painted with best quality epoxy coatings in black and
white bends. The details of symbol foreach 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 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.
24 of 37 SCHEDULE - B
Rate in Total Amount
Rate in Total Amount
Sr. No. Item Description Quantity Unit
Figure (in Rs.)
88 Hazard Marker Sign :-Providing and fixing sign boards made out of 2.00 One No 3,518.68
2.0 mm aluminium sheet / 4 mm ACP (Aluminium composite
Panel); size 90x30 cms. rectangular as per design of IRC-67-2012.
Pre treated with phosphating 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
x 6mm / 65NB Circular MS Pipe as required and frame fabricated
from suitable size iron angle of 35 x 35 x 3mm; 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.
25 of 37 SCHEDULE - B
Rate in Total Amount
Rate in Total Amount
Sr. No. Item Description Quantity Unit
Figure (in Rs.)
89 Cautionary Warning Sign : Providing and fixing sign boards made 8.00 One No 3,808.65
out of 2mm Aluminium sheet size 90x90x90 cms. Equilateral
triangle as per the design of IRC-67-1977 pre treated with
phosphating 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 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 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 45x45x60cms. for each leg including excavation curing etc.
complete under the supervision of engineer in charge (A)
Engineering Grade.
26 of 37 SCHEDULE - B
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Rate in Total Amount
Sr. No. Item Description Quantity Unit
Figure (in Rs.)
90 MMGSY Project Information Board: Providing and fixing of typical 6.00 One No 11,529.15
PMGSY Project informatorily sign board with Logo as per 1700 of
MORD specifications and drawing. The board will be a composite
unit consisting of Three Plates ACM (Aluminium Composite
Material), material specifications as per clause 17001.3. The top
most plate will be of 3mm ACM in diamond shape of 600x600mm
size, riveted with MS angle iron frame of 25mmx25mmx5mm size
on back on edges. The middle 4mm ACM plate of will be
1200x150mm size riveted with MS angle iron frame of
25mmx25mmx5mm size on back on edges. The main 4mm ACM
lower most plate will be 1500mmx600mm size, riveted with MS
angle iron frame of 25mmx25mmx5mm size. Riveting of all the
sheets over angle and flat iron frame will be done neatly to have
plain surface on one side. The angle iron frame of lower most plate
and flat iron frame of the middle plate will be welded to two nos.
75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart
centre to centre. the top of the middle plate will be flushed with the
top of 75mm dia medium steel tube posts and these posts will be
embedded in cement concrete M15 grade block of 450x450x600mm
27 of 37 SCHEDULE - B
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Figure (in Rs.)
91 Road marking with hot applied thermoplastic paints with 421.00 One Sqm 367.72
reflectorising glass beads on bitumen 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 colour marking should provide luminance
coefficient on cement road shall be min 130 mcd/m2/lux and
Asphalt road shall be min 100 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.
28 of 37 SCHEDULE - B
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Rate in Total Amount
Sr. No. Item Description Quantity Unit
Figure (in Rs.)
92 Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks 271.00 One No 326.23
Raised Pavement 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. 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 +/-
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 colour of the marker should be as per the IRC 35-2015 and as
directed by Engineer-in-charge.
93 Providing and applying anti carbonation, anti fading, mold 6077.00 One Sqm 120.97
resistant, heat insulating, and 100% acrylic breathable decorative
external waterproof coating of approved shade for Pier/Abutment,
Riding return, Square return, Protection wall, Pier / Abutment Cap,
Dirt wall, Solid slab etc. having Viscosity @ Room Temperature by
Ford cup No. B-4 (dilute 2 parts of product with I part of water)
to 30 sec. pH of 7.00 to 10.00 and Sp. Gravity @ Room Temperature
1.30+0.1, tested for carbon dioxide diffusion resistance properties
for coating materials and coating systems for exterior masonry and
concrete as per DIN EN 1062-6 (2002-2010) by a NBA Grade "A"
accredited institution.
29 of 37 SCHEDULE - B
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Rate in Total Amount
Sr. No. Item Description Quantity Unit
Figure (in Rs.)
94 Carrying out load test of super structure as directed 455.00 One MT 169.92
including all necessary materials plant equipment,
instruments, labour and arrangements for test directed.
95 Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and 618.00 One Rmt 4,145.04
erecting a "Thrie" metal beam crash barrier comprising of
mm thick corrugated sheet metal beam rail, 85 cm above
road/ground level, fixed on ISMC series channel vertical
post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high
with 1.15 m below ground level, all steel parts and fitments
to be galvanised 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 space of channel section 150 x 75 x 5 mm,
546 mm long complete as per clause 811)
96 Providing and fixing guard stone as per I.R.C. type design 1483.00 One No 103.56
including white washing etc. complete.
30 of 37 SCHEDULE - B
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Rate in Total Amount
Sr. No. Item Description Quantity Unit
Figure (in Rs.)
97 Providing and erecting a "W" metal crash barrier 106.00 One Rmt. 3,723.46
comprising of 3mm thick corrugated 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 galvanized 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 clause
98 Box cutting the road surface to proper slope and camber for 50.00 One Cum 109.24
making a base for road work including removing the
excavated stuff and deposit it as directed with all lead & lift .
99 Scarifying bitumen macadam surface 6 cm to 10 cm. depth 1229.00 One Sqm 41.60
including stacking useful materials on road side and
disposing off remaining stuff (A) On Existing Road
31 of 37 SCHEDULE - B
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Rate in Total Amount
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Figure (in Rs.)
100 Construction of Subgrade with approved material obtained 500.00 One Cum 357.01
from borrow pits with all lifts and leads, transporting to site
spreading, grading to required slope and compacting to meet
requirement to MoRTH table 300-2 in layers not more than
200 mm thick as directed by engineer in charge.(Effective
CBR Minimum 8 % )
101 Construction of granular sub-base (Grade - 1) by providing 1127.50 One Cum 1,175.46
coarse graded material, spreading in uniform layers with
motor grader on prepared surface, mixing by mix in place
method with rotavator at OMC, and compacting with
vibratory roller to achieve the desired density, complete as
per MoRTH clause
102 Providing, laying, spreading and compacting graded stone 1163.20 One Cum 1,767.33
aggregate to wet mix macadam (in two layers) specification
including 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, complete as
per MoRTH clause
32 of 37 SCHEDULE - B
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Sr. No. Item Description Quantity Unit
Figure (in Rs.)
103 Providing and applying Prime coat with Slow Setting 5602.50 One Sqm 59.26
Bitumen Emulsion binder (SS- 1) @ rate of 7.5 Kg./10 sq.m.
of road surface using Emulsion pressure sprayer etc.,
cleaning the road surface complete including cost of material
labour etc complete as directed by engineer in charge.
104 Providing and applying tack coat with Rapid Setting 5603.00 One Sqm 19.22
Bitumen Emulsion binder (RS- 1) @ rate of 2.5 Kg./10 sq.m.
of road surface using Emulsion pressure sprayer etc.,
cleaning the road surface complete including cost of material
labour etc complete as directed by engineer in charge.
105 Providing and laying 25 mm thick (Compacted ) Semi - 98.65 One MT 3,577.40
dense Bituminous concrete on exiting bituminous surface
and using specified graded black trapped machine crushed
aggregate with 5% Bitumen Vg-30 - 60/70 grade bitumen by
Wt of total mix as per MORTH specification including
heating and mixing of asphalt with B.T. chips in continuous
batch mix plant and transporting same at site and spreading
by sensor paver finisher and consolidation the same with
pair of 8 tonnes to 10 tonnes vibratory roller to achieve desire
density and including flushing the stone dust @0.03
cum/10smt including cost of required tools , plants, all
machineries, equipment fire wood , oil, kerosene, charges
33 of 37 SCHEDULE - B
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Rate in Total Amount
Sr. No. Item Description Quantity Unit
Figure (in Rs.)
106 Providing and laying compacted Bituminous concrete using 202.20 One MT 3,779.35
BT aggregate as per MORTH gradation ,specification and
asphalt Grade VG 30 mixing @54.00 Kg /MT of total Wt. of
mix i.e. (5.40% of total weight mix) including heating and
mixing aggregate & asphalt by batch mix plant spreading the
same by sensor paver finisher including rolling &
consolidation with 10-12 tonne vibratory roller, Tandem
Roller ,PTR & providing all materials equipment's tools &
plants, fire wood, oil , kerosene, labour charges , using
contractor 's own machinery etc. Complete as directed by
engineer in charge as per MoRTH Specification
107 Providing and laying 20 mm thick mix seal surfacing using 177.50 One MT 3,547.02
specified graded crushed Black Trap stone aggregates as per
MORTH gradation using VG-30 bulk bitumen for mixing at
the rate of 5.1 % (51.00 Kg./M.T.) by hot mix process and hot
laid process using paver finisher to the required camber and
grade, including rolling with vibratory roller to achieve
desire density including cost of fire wood, oil, Kerosene,
labour charges and hire charges of machineries etc. complete.
34 of 37 SCHEDULE - B
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Rate in Total Amount
Sr. No. Item Description Quantity Unit
Figure (in Rs.)
108 Construction of 100mm thick dry lean cement concrete Sub- 126.40 One Cum 3,246.66
base over a prepared sub-grade with coarse and fine
aggregate conforming to IS: 383, the size of coarse aggregate
not exceeding 25 mm, aggregate cement ratio not to exceed
15:1, aggregate gradation after blending to be as per table 600-
1, cement content not to be less than 150 kg/ cum, optimum
moisture content to be maintain during construction,
concrete strength not to be less than 10 Mpa at 7 days, mixed
in a batching plant, transported to site, laid with a paver
compacting with 8-10 tonnes vibratory roller, finishing and
curing as per MoRTH clause
35 of 37 SCHEDULE - B
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Figure (in Rs.)
109 Construction of 200mm thick un-reinforced, dowel jointed, 170.90 One Cum 7,602.48
plain cement concrete pavement over a prepared sub base
with in M-30 grade of concrete with 43 grade cement , coarse
and fine aggregate conforming to IS 383, maximum size of
coarse aggregate not exceeding 25 mm, mixed in a batching
and mixing plant as per approved mix design, transported to
site and mechanically laid with a fixed form / slip form
paver, spread, compacted and finished in a continuous
operation including provision of contraction, expansion,
construction and longitudinal joints, joint filler, separation
membrane, sealant primer, joint sealant, debonding strip,
dowel bar, tie rod, admixtures as approved, curing
compound, finishing to lines and grades as per drawing as
per MoRTH clause
36 of 37 SCHEDULE - B
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Sr. No. Item Description Quantity Unit
Figure (in Rs.)
110 Diversion works for Pipe culvert structure at CH 1/800 to 1.00 One No. 250,000.00
2/000 is part of agency's scope of work & the work is carried
out as per R&B GR No. PRCh/10/2018/15/C and amount is
including 70% credit which will be recovered in Final bill of
I/We am/ are willing to carry out the work at …..................% above/ below percent (should be written in figure and words) of the estimated rate
mentioned above. Amount of my / our works out as under.
Estimated amount put to tender Estimated amount put to tender
Deduct ….......% below Add ….......% above
In words In words
* (Please strike out whichever is not applicable)
Note: Credit Value of Dismantle material & Credit value of Diversion work Rs. 75,40,796.04 shall be recovered from First-
3 Consecutive RA Bill of Contractor. (RA-1, RA-2 & RA-3)
Deputy Executive Engineer Executive Engineer
Panchayat (R&B) Sub Division Panchayat (R&B) Division
Devbhumi Dwarka
37 of 37 SCHEDULE - B
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