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Tender Value
₹45.4 Cr
EMD Value
₹45.4 L
Closing Date
5 May 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer, R and B Division, Morbi
Strengthening and widening of Wankaner Palas Mathak road between Km. 4/700 to 28/600, Dist.: Morbi.
298725
40 of 2025-26
Open
Civil - All
Morbi
9 documents required · 9 mandatory
₹18,000
EXECUTIVE ENGINEER R&b DIVISION MORBI
₹45.4 L
23 Apr 2026
23 Apr 2026
23 Apr 2026
5 May 2026
23 Apr 2026
Name of Work : Strengthening and widening of Wankaner Palas Mathak road between Km. 4/700 to 28/600, Dist.: Morbi.
BILL OF QUANTITIES
Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount
No. specifications)
1 Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling 24.000 Hect. 28455.09
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 Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth including 110900.000 Sq.Mt. 42.59
stacking useful materials on road side and disposing off remaining stuff
3 Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including 6960.000 Cu.Mt. 109.24
cutting and loading in tippers, trimming bottom and side slopes, in accordance with
requirements of lines, grades and cross-sections, and transporting to the embankment location
with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause
4 Box cutting the road surface to proper slope and chamber for making a base for road work 63640.000 Cu.Mt. 109.24
including removing the excavated stuff and depositing on the road side slope as directed upto
5 Earth work for embankment with Effective CBR 8 % including breaking clods, dressing with all 100970.000 Cu.Mt. 177.91
lead and lift and including watering, rolling and consolidation of subgrade in layers at O.M.C. to
required dry density, including filling the depressing, which occurs during the process using
power roller of 8 tonne to 10 tonne all as per specification.
6 Construction of Granular Sub Base (Grading- VI) by providing coarse graded material of grading 37910.000 Cu.Mt. 1036.26
as per Morth Spection (5th Revision), 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 specification.
7 Providing and laying compacted WBM of grading II , B.T.M.C.metal including spreading watering 35670.000 Cu.Mt. 1564.49
and consolidation by vibratory roller etc complete.
Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount
No. specifications)
8 Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam 49620.000 Cu.Mt. 1221.09
(WMM) specification including premixing the material with water at OMC in mechanical mix
plant carriage of mixed material by tripper 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.
9 Providing and applying PRIMER COAT with SS1 Emulsion using emulsion pressure distributor at 202490.000 Sq.Mt. 68.68
the rate of 0.75 kg/sqm on prepared surface of granular base including clearing of road surface
using mechanical brooms.
10 Providing & laying DENSE GRADED BITUMINOUS MACADAM with batch Mix Plant using crushed 21735.000 M.T. 3543.08
aggregates of specified grading, premix with bituminous binder VG-40 Grade @ 4.5 per cent by
weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic
paver finisher with sensor control to the required grade, level and alignment, rolling with
smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete,
including providing & applying of tack coat @ 0.25 kg/sq.m., all as per MORTH specification.
11 Providing & laying BITUMINOUS CONCRETE with batch Mix type Plant using crushed aggregates 13445.000 M.T. 3951.12
of specified grading, premix with bituminous binder VG-40 Grade @ 5.5 per cent by weight of
total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher
with sensor control to the required grade, level and alignment, rolling with smooth wheeled,
vibratory and tandem rollers to achieve the desired compaction complete, all as per MORTH
12 Providing & Laying Earth for Side Shoulder including spreading, watering & consolidation by 5556.000 Cu.Mt. 177.82
vibratory roller etc. complete
13 Providing and casting in situ controlled cement concrete M-200 for Kerb/ kerb blocks including 77.800 Cu.Mt. 4842.87
formwork curing and finishing, complete
14 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 60mm thick 450.000 Cu.Mt. 706.93
with grade of concrete M300 pnumatic compressed / vibrated mechanically and as per approved
design Confirming to IS 15658 : 2006 including 35 mm Sand layer for levelling and filling the joint
with sand in proper line and level as per guidlines of IRC : SP 63-2018 etc. Complete.
Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount
No. specifications)
15 Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and 400.000 Rmt. 236.34
bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-15 grade
foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone
laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408)
16 Construction of Granular Sub Base (GSB) 200mm thick by providing coarse graded material of 2400.000 Cu.Mt. 1047.37
grading-VI as per Morth Spection (5th Revision), 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 specification.
17 Providing and laying in position M-10 grade concrete for cement conctere work , using cement 720.000 Cu.Mt. 3245.56
content as per approved Mix manufactured in fully automatic batching plant and transported to
site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer,
manufactured as per mix design of specified grade for reinforced cement concrete work
including pumping of R.M.C. from transit mixer to site of laying, including the cost of centering
shuttering finishing and reinforcement including cost of admixtures in recommended
proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability
without impairing strength and durability as per direction of the Engineer - in - charge. Without
18 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared 2100.000 Cu.Mt. 6179.07
sub base with 53 grade cement M30 Grade, coarse and fine aggregate conforming to IS
maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant
as per approved mix design, transported to site, laid with a fixed form or 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
19 Supplying , stacking, spreading , rolling and watering Hard Murrum as directed for side shoulder 1200.000 Cu.Mt. 397.94
as directed with all lead & lift.
Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount
No. specifications)
20 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 98.000 No. 5077.27
4mm ACP (Aluminum composite Panel); size 90 x 90 x 90 cms. equilateral triangle as per design
of IRC-67-2012. Pretreated with phospheting process & acid etching; coated with one coat of
epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade
retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications;
3.6mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as vrequired and frame
fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy
coatings in black and white bends. The details of symbol foreach board shall be as per
theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x
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
21 Village Name Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm 14.000 No. 6313.51
ACP (Aluminum composite Panel); size 90x60 cms. rectangular as per design of IRC-67-2012. Pre
treated with phospheting process & acid etching; coated with one coat of epoxy primer and two
coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro
refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.3mtr long
stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from
suitable size iron angle of 35x 35 x 3mm; painted with bestquality epoxy coatings in black and
white bends. The details of symbol or inscription/letters / 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 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
Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount
No. specifications)
22 Direction (Junction) Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 20.000 No. 26572.09
4mm 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 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 bestquality epoxy coatings in black
and white bends. The details of symbol foreach board shall be as per theinstruction of engineer
in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 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 Facility Informatory Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 10.000 No. 5906.48
4mm ACP (Aluminum composite Panel); size 80 x 60 cms rectangular as per design of IRC-67-
2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy
primer and two coats of best quality epoxy paint ;reflectorised with 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 35x 35 x 3mm; painted with bestquality epoxy coatings in black and
white bends. The details of symbol foreach board shall be as per theinstruction of engineer in
charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 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
Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount
No. specifications)
24 Place Identification Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 20.000 No. 14085.46
4mm ACP (Aluminum composite Panel); size 150x90 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 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 35 x 35 x 3mm; painted with bestquality epoxy coatings in black
and white bends. The details of symbol foreach board shall be as per theinstruction of engineer
in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 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
25 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm aluminium 40.000 No. 4618.73
sheet / 4mm ACP (Aluminum composite Panel); size 60 cms Dia Circle as per design of IRC-67-
2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy
primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro
refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long
stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from
suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and
white bends. The details of symbol foreach board shall be as per theinstruction of engineer in
charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 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
Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount
No. specifications)
26 Road marking with hot applied thermoplastic paints with reflectorising glass beads on bitumin 6750.000 Sq.Mt. 367.72
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
color marking should provide liminance coefficinet on cemend road shalll be min
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. Warrenty for retro
reflectivity shall be 2(Two) years.
27 Cat Eye / Road Stud/RPM: Supplying of Molded Twin Shanks Raised Pavement Markers made of 10775.000 No. 326.23
polycarbonate and ABS moulded body and reflective panels with Micro prismatic lens (No Glass
bead 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 Ill 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 +/-
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 manufacturer's recommendation and The color of the marker
should be as per the IRC 35-2015 and as directed by Engineer-in-charge.
28 Providing and fixing 5th Kilometer stone of precast C.C. 1:2:4 including necessary reinforcement 5.000 No. 1935.15
as per I.R.C. type design in C.C. 1:4:8 including painting,lettering etc. complete
(For N.H., S.H. and M.D.R.)
29 Providing and Fixing Ordinary Kilometer stone of precast C.C. 1:2:4 including necessary 18.000 No. 704.33
reinforcement as per I.R.C. type design in C.C. 1:4:8 including painting,lettering etc. complete
(For N.H., S.H. and M.D.R.)
30 Providing and fixing Hectometer as per I.R.C. type design including painting, lettering etc. 94.000 No. 356.50
complete.(ii) Fixing in C.C. 1:5:10
Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount
No. specifications)
31 Providing and Fixing Guard stone as per I.R.C. type design including white washing etc. 184.000 No. 346.78
complete.(ii) Fixing in C.C. 1:5:10
32 Route Marker sign :-Providing and fixing sign boards made out of 2.0 mm aluminium sheet / 4 2.000 No. 5108.58
mm ACP (Aluminum composite Panel); size 60x45 cm rectangular plus 30x25cm additional plate
as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with
one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro
Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest
M.O.S.T.Specifications; 3.6 mtr long stand post of 75 x75 x 6mm / 65NB Circular MS Pipe as
required and frame fabricated from suitable size iron angle of 35x 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 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
33 Hazard Marker Sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 88.000 No. 3666.30
3mm 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 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 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and
white bends. The details of symbol foreach board shall be as per theinstruction of engineer in
charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 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
(A) Class-C Type-11 Retro Reflective sheeting
Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount
No. specifications)
34 Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 3mm ACP 104.000 No. 4681.35
(Aluminum composite Panel); size 60x50 cm as per design of IRC-67-2012. Pre treated with
phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best
quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11
as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.3 mtr long stand post of 75 x75 x 6mm
/ 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 50 x
x 5mm; 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 10 years for the
Retro reflective sheeting from originaa 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
35 Over Head Gantry Sign board - Providing and erecting over head gantry sign boardwith the 2.000 No. 880114.00
desired message over a designed support system of steel Structure, erected as per approved
design and drawings and with lateral clearance as per requirment , with foundaiton of Gantry
column as per drawing and complete in all respect.
36 Painting two coats after filling the surface with synthetic enamel paint in all shades on new 1056.000 Sq.Mt. 81.81
concrete Kerb surfaces
37 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier 1680.000 Rmt. 3405.72
comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level,
fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m
high, 1.1 m below ground/road 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 spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811)
38 Providing and Laying Heavy Duty MS Bollards at Median Gap as per specification 4.000 No. 1111.00
Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount
No. specifications)
39 Excavation for Foundation of Piers, Abutment foundations in sand, gravel, clay, soft soils, 9014.000 Cu.Mt. 511.11
murrum, hard murrum, boulders, very stiff or sticky clays, soft rock, etc. including shoring,
strutting and dewatering as necessary and depositing of the excavated stuff as directed for all
lead, back filling the excavated pit by approved excavated material etc. complete as per
Depth upto 3.0 m below GL
40 Providing and casting in situ ordinary cement concrete M10 for RCC Raft and cut-off walls 264.000 Cu.Mt. 3306.94
including necessary shuttering laying, vibrating, ramming and curing complete.
41 Providing and casting in situ ordinary cement concrete M15 for Bedding of Pipes as per detail 227.000 Cu.Mt. 3772.18
drawing, including necessary shuttering laying, vibrating, ramming and curing complete.
42 Supplying and fixing Reinforced concrete heavy duty non-pressure pipes with collars for culverts 112.500 Rmt. 6621.26
including setting and joining the pipes in C.M. 1:2 watering and laying (to level or slope) of I.S.
class NP4 of following internal diameters. 1200 mm
43 Providing and casting in situ Ordinary cement concrete M-200 for R.C.C. Raft and cut-off walls 383.000 Cu.Mt. 4202.61
including necessary shuttering laying, vibrating, ramming and curing complete.
44 Providing and placing in position High Yield Strength Deformed (HYSD) bars reinforcement (TMT 213.250 M.T. 73643.49
Fe 550D grade) bar conforming to IS 1786 of all categories for various items of various
components including cutting, bending, hooking and tying with 18 gauge mild steel binding
wires, supporting in position to ensure lines and levels during concreting, maintaining proper
cover / spacing etc. complete as per specification and detailed drawing.
For Foundation in Pier, Return wall, Abutment, RCC Crash Barrier, Approach Slab, Raft, Walls,
Top Slab, RCC Retaining Wall with Foundation, RCC Raft, Piers, Abutment, Counterfort,
Abutment Cap, Pier Cap, Dirt Wall, RCC Solid Slab, Wearing Coat etc.
45 Flexible Apron :Construction of flexible apron 300mm thick comprising of loose stone boulders 79.250 Cu.Mt. 1083.81
weighing not less than 40 kg beyond curtain wall.
46A Dismantling the existing structure including removing and stacking the dismantle led material for 403.520 Cu.Mt. 930.35
all lead as directed. by Engineer-in-Charge
46B (b) Rubble Masonry 16.250 Cu.Mt. 409.22
Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount
No. specifications)
47 Providing and filling in foundation with ordinary cement concrete M15 grade and providing 750.000 Cu.Mt. 3772.18
necessary pin headeres including formwork, vibrating, ramming, compaction, leveling, curing,
48 Providing and casting in-situ controlled cement concrete of M30 grade for RCC work for Raft, 481.000 Cu.Mt. 4856.08
Walls & Top Slab, with 20mm down coarse aggregate of the required size for any depth
including dewatering, scaffolding / centering, shuttering, mixing, placing in position,
consolidating with mechanical vibrators, curing, deshuttering carefully, making good the
damages, fixing embedment, inserts, pockets, wherever necessary as per specification and
49 Providing and casting in situ controlled cement concrete M-200 for R.C.C. return as per drawings 3786.000 Cu.Mt. 5198.58
including centering shuttering, scaffolding where necessary, laying vibrating, curing and finishing
(a) Height upto 5m
50 Providing and laying - Fitter Media 600mm thick directed at the back of abutments, returns and 2932.000 Sq.Mt. 1239.35
wing walls as per detailed specifications.
51 Providing Weep holes in RCC abutment and retaining wall with 100mm dia PVC pipe and non- 2932.000 No. 86.70
corrodible grating and geotextile, extending through the full width of the structure with slope of
1V:20H etc. complete as per drawing and technical specification.
52 Proving and filling in position Pre-Moulded Asphalt joint Filler 20mm size as directed by Engineer- 288.000 Rmt. 611.13
53 Providing and casting in-situ controlled cement concrete of M40 grade for RCC Crash barrier with 95.000 Cu.Mt. 5266.06
20mm down coarse aggregate of the required size including formwork, placing in position,
consolidating with mechanical vibrators, curing, finishing, etc. complete.
54 Providing and casting in-situ controlled cement concrete of M30 grade for approach slab with 424.000 Cu.Mt. 5206.03
20mm down coarse aggregate of the required size including formwork, placing in position,
consolidating with mechanical vibrators, curing, finishing, etc. complete.
55 Providing PVC 100mm diameter water spouts including necessary grating as per drawings. 44.000 No. 159.37
56 Providing and fixing marble slab including engraving letters / numbers, painting complete. 20.000 No. 1007.37
Size 75cm x 60cm x 4cm
Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount
No. specifications)
57 Floor Apron : Construction of flexible apron 300 mm thick comprising of loose stone boulders 89.000 Cu.Mt. 3003.74
weighing not less than 40 kg in Concrete M15 between Box & curtain wall.
58 Flexible Apron :Construction of Stone apron 300/750mm thick comprising of loose stone 939.000 Cu.Mt. 1041.05
boulders weighing not less than 40 kg beyond curtain wall.
59 Providing and laying filter media 150mm thick as directed underneath pitching in slopes as per 1396.000 Sq.Mt. 640.59
technical specifications.
60 Providing and filling in foundation with ordinary cement concrete M:10 grade and providing 46.000 Cu.Mt. 3345.58
necessary pin headeres including formwork, vibrating, ramming, compaction, leveling, curing,
61 Providing and casting in-situ controlled cement concrete of M:20 grade for RCC work for 518.000 Cu.Mt. 4591.53
Foundation and cut-off walls, with 20mm down coarse aggregate of the required size for any
depth including dewatering, scaffolding / centering, shuttering, mixing, placing in position,
consolidating with mechanical vibrators, curing, deshuttering carefully, making good the
damages, fixing embedment, inserts, pockets, wherever necessary as per specification and
62 Providing and casting in-situ controlled cement concrete of M20 grade for RCC work in Walls / 980.000 Cu.Mt. 5198.58
piers, abutments, returns, counterfort etc with 20mm down coarse aggregate of the required
size for heights mentioned below including, centering, shuttering, scaffolding wherever
necessary, laying, placing in position, consolidating with mechanical vibrators, curing, finishing,
deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever
necessary as directed and as per drawing with F3 type exposed concrete finish and form mark as
directed by Engineer-in-charge, etc. complete as per specification.
(a) Height from 0 to 5m
63 Providing and casting in-situ controlled cement concrete of M20 grade for RCC work in pier cap, 47.000 Cu.Mt. 5278.54
dirt wall etc with 20mm down coarse aggregate of the required size for heights mentioned
below including, centring, shuttering, scaffolding wherever necessary, laying, placing in position,
consolidating with mechanical vibrators, curing, finishing, deshuttering carefully, making good
the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per
drawing with F3 type exposed concrete finish and form mark as directed by Engineer-in-charge,
etc. complete as per specification.
Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount
No. specifications)
64 Providing and casting in situ controlled cement concrete M30 for R.C.C. work in super structure 99.000 Cu.Mt. 5520.38
including centering, shuttering scaffolding, ramming, vibrating curing and finishing complete. (A)
RCC Solid SLab with F3 type exposed concrete finish and form mark as directed by Engineer-in-
charge complete as per specification.
65 Providing and fixing in position Mild steel dowel bars in pier caps or abutment caps for 22.000 No. 341.29
anchorage in fixed end as per detailed drawings including cutting, bending and welding
66 Providing and fixing in position Mild steel dowel bars in pier caps or abutments caps for 22.000 No. 399.70
anchorage in free end as per detailed drawing including cutting, bending and welding complete.
67 Providing and casting in-situ controlled cement concrete of M40 grade for wearing coat laid as 36.000 Cu.Mt. 5694.69
directed with 20mm down coarse aggregate of the required size including formwork, placing in
position, temping vibrating, curing, finishing and filling in joints with bitumen etc. complete.
68 Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture 2435.000 Sq.Mt. 639.33
mechanically with compressed air under pressure, comprising of cement, sand, coarse
aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and
coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio
ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than
Mpa and workmanship conforming to clause 2807.6.
69 Fixing of reinforcment of the desired size after drilling, cleaning and injecting two component 580.000 No. 202.00
specialized epoxy acrylate based resin supplied in cartridges. The rate should include all material
, scaffolding, labour etc complete.
12 mm Dia REBAR
70 Applying Epoxy mortar Over leached Honey Combed and Spelled Concrete Surface and exposed 580.000 Sq.Mt. 436.32
steel reinforcment complete as per technical specfication.
Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount
No. specifications)
71 Providing and casting in-situ controlled cement concrete of M25 grade for RCC substructure in 134.000 Cu.Mt. 5050.91
piers including Stagging and Shuttering, (Jacketing) with 20mm down coarse aggregate of the
required size for heights mentioned below including, centring, shuttering, scaffolding wherever
necessary, laying, placing in position, consolidating with mechanical vibrators, curing, finishing,
deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever
necessary as directed and as per drawing with F3 type exposed concrete finish and form mark as
directed by Engineer-in-charge, etc. complete as per specification.
(a) For Ht up to 0. to 5.0 mt
72 Patching of damaged concrete surface with polymer concrete and curing compounds, initiator 487.500 Sq.Mt. 2199.78
and promoter, available in present formulations, to be applied as per instructions of
manufacturer and as approved by the Engineer.
73 Guniting concrete surface with cement mortar applied with compressor after cleaning surface 1628.000 Sq.Mt. 775.68
and spraying with epoxy complete as per Technical Specification
74 Providing and laying rubble Soling (each stone weighting not less than 40Kg.) including and 330.000 Cu.Mt. 1083.81
packing and filing in the interestices with quarry-spalls.
75 Providing and placing in position M-250 Controlled cement concrete for PCC work in protection 1170.000 Cu.Mt. 4620.45
walls including form work, shuttering, mixing, placing, compaction, curing etc. complete in all
76 Providing and laying dry stone pitching of 230 mm thick on slopes with RCC Panel CC Beam of 120.000 Cu.Mt. 38030.54
230 x 230 in M200 Concrete including hand packing, filling joints as directed by engineer in
charge for all lead and lift.
77 Earth work for embankment including breaking clods, dressing with all lead and lift and including 6240.000 Cu.Mt. 152.51
watering, rolling and consolidation of subgrade in layers at O.M.C. to required dry density,
including filling the depressing, which occurs during the process using power roller of 8 tonne to
10 tonne all as per specification.
From borrow pits within all lead & lift
78 Providing and laying 200 mm thick Granular Sub base in required layer by providing Coarse 816.000 Cu.Mt. 853.45
graded material Grading-II using B.T.M.C. Metal, crushed stone aggregate 26.5mm to 4.75mm at
75% and below 2.36mm at 25% having CBR not less than 25% as per Table 402 of MORT&H
gradation including leveling the materials at the site of work, mixing & spreading in to grade and
camber, watering and consolidation at OMC with vibratory roller including the cost of materials,
labours etc. complete.
Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount
No. specifications)
79 Providing and laying 200 mm thick Granular Sub base laying in required layer by providing coarse 592.000 Cu.Mt. 849.41
graded material Grading-I using B.T.M.C. Metal 53mm to 26.5mm @ 35%, aggregate 26.5 to
4.75mm @ 45% and below 2.36mm @ 20% having CBR not less than 30% as per Table 402 of
MORT&H gradation including leveling the materials at the site of work, mixing & spreading in to
grade and camber, watering and consolidation at OMC with vibratory roller including the cost of
materials, labours etc. complete.
80 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using HMP of 2800.000 Sq.Mt. 157.98
appropriate capacity not less than 75 tonnes/hour. Providing, laying and rolling of close-graded
premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or
13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the required line,
grade and level to serve as wearing course on a previously prepared base, including mixing in a
suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing
to required level and grade. ) TYPE A
81 Supplying and fixing Reinforced concrete heavy duty non-pressure pipes with collars for culverts 225.000 Rmt. 3446.50
including setting and joining the pipes in C.M. 1:2 watering and laying (to level or slope) of I.S.
class NP3 of following internal diameters. 900 mm
82 Men at work (Heavy) sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 26.000 No. 9148.16
4mm ACP (Aluminum composite Panel); size 120cm x90cm 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 Micro Prismatic Grade retro
refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6 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 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 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. (B) Class-B Type-4 Retro Reflective sheeting
Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount
No. specifications)
83 Diversion Ahead Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 26.000 No. 9867.07
4mm ACP (Aluminum composite Panel); size 180x60 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 Micro Prismatic Grade retro
refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.1 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 bestquality epoxy coatings in black
and white bends. The details of symbol foreach board shall be as per theinstruction of engineer
in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 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. (B) Class-B Type-4 Retro Reflective sheeting
84 Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm aluminium 26.000 No. 3540.12
sheet / 4mm ACP (Aluminum composite Panel); size 60 cms Dia Circle as per design of IRC-67-
2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy
primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro
refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long
stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from
suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and
white bends. The details of symbol foreach board shall be as per theinstruction of engineer in
charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 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. (B) Class-B Type-4 Retro Reflective sheeting
Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount
No. specifications)
85 Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 26.000 No. 3906.19
4mm ACP (Aluminum composite Panel); size 90 x 90 x 90 cms. equilateral triangle as per design
of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of
epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity
Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D- 4956 and latest
M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS
Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted
with bestquality epoxy coatings in black and white bends. The details of symbol for each board
shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof
size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the
supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from
original manufacturer & a certified copy of 3 year outdoor exposure test report from third party
test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro
Reflective sheeting
I/We am/are willing to carry out the work at… % above/below percent(Should be written in figures and words) of the estimated rate mentioned above. Amount of my
/our tender works out as under.
* Estimated Amount * Estimated Amount
put to tender put to tender
Deduct :…………% Below Add :………%Above
In Words …………………………………… In Words………………………………
Sr. Description of Item (with brief specification and reference to book of Quantity Unit Rate in Figure Amount
No. specifications)
* (Please strike out whichever is not applicable).
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
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.
5 The amount of dismental and diversion credit at Rs.32,20,676.67 Shall be deducted from R.A. Bills.
Deputy Executive Engineer Executive Engineer
R & B Sub Division R & B Division
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