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Tender Value
₹1.7 Cr
EMD Value
₹1.7 L
Closing Date
9 Jun 2026, 6:00 pm4d left
Executive Engineer, Panchayat (R & B) Division Rajkot.
Resurfacing of Domda Nagar Pipaliya Road (NP) Km.0/000 to 4/700 Ta.Paddhari, Dist.; Rajkot (Package No.RAJ/MMGSY/BUJ/2025-26/P.11)
309097
NIVIDA NO 1 2026-27
Open
Civil Works - Roads
Rajkot
8 documents required · 8 mandatory
₹3,600
Executive Engineer Panchayat R&B Division Rajkot
₹1.7 L
27 May 2026
27 May 2026
27 May 2026
9 Jun 2026
27 May 2026
Name of work :- Resurfacing of Domda Nagar Pipaliya Road (NP) Km.0/000 to 4/700
Ta.Paddhari, Dist.; Rajkot (Package No.RAJ/MMGSY/BUJ/2025-26/P.11)
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 1.45 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 2564.00 One 165.42
breaking clods, dressing with all lead and lift Cum
(Excluding watering and consolidation) (A)
Selected soil should be From borrow area
with all lead and lift and should have CBR
not less than 6.00%.
3 Box cutting the road surface to proper slope 287.10 One 114.44
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 Scarifying graveled macadam or Bitumen 6360.00 One 43.58
macadam surface 6cm to 10cm depth Sqm
including stacking useful materials on road
side and disposing off remaining stuff.
5 WBM Grading-2 131.60 One 1311.08
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.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
6 Providing, laying, spreading and compacting 2158.30 One 1028.98
graded stone aggegate to Wet Mix Macadam Cum
specification including premixing the
material with water at OMC in mechanical
mix plant carriege 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
7 Rolling and Watering of earthwork with 2819.00 One 23.41
vibratory roller including filling in Cum
depression which occur during the process
and as directed.
8 Providing and appliying primer coat with 17172.00 One 38.58
bitumen emulsion SS1 on prepared surface Sqm
of granular Base including clearing of road
surface and spraying primer at the rate of
to 1.0kg/sqm using mechanical means,
9 Providing and laying bitumenous grout 1200.00 One 2182.40
37.50mm thick using bulk Emulsion RS1 for MT
tack coat at the rate of 2.50kg/10sqm on
Bitumin surfacer and using BT chips for
required gradation with the asphalt of grade
VG-30 at the rate of 1.99% i.e 19.90kg/MT by
weight of mix including heating and mixing
in drum mix plant , transporting the mix and
spreading the same by paver finisher and
consolidation as per MOST specification
including cost of all materials fuel, labours,
tools and plants etc. using contractor's own
drum mix plant etc. complete.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
10 Providing, laying and rolling 37.50mm thick 1320.00 One 2853.75
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.
11 Providing and laying and rolling of 20mm 737.00 One 3438.34
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 117.00 One 265.97
including sorting out and stacking of useful Cum
materials and disposing of the excavated
stuff upto all lead. (B) Dense or hard soil.
13 Excavation for foundation upto 1.5m depth 51.00 One 453.20
including sorting out and stacking of useful Cum
materials and disposing of the excavated
stuff upto all lead. (C) Hard Murrum
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
14 Excavation in large boulders and soft rock by 25.00 One 750.68
wedging including shoring, strutting and Cum
dewatering as necessary and disposing of
the excavated stuff as directed,
15 Providing and casting in situ ordinary 262.40 One 3935.98
cement concrete M-150 mix and providing Cum
necessary pin headers including shuttering,
scafilding, laying vibrating, curing and
finishing complete Without V-Grooves For
16 Providing and filling in foundation with 28.70 One 3359.92
ordinary cement concrete M-100 mix and Cum
providing necessary vertical pin headers
incl. Formwork, vibrating, ramming and
curing complete.
17 Dry Lean Cement Concrete Sub base 60.50 One 2486.92
(Construction of dry lean cement concrete Cum
Sub- 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 220 kg/cum,
optimum moisture content to be determined
during trial length 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 with electronic sensor,
compacting with 8-10 tonnes vibratory roller,
finishing and curing.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
18 Cement Concrete Pavement M-25 121.00 One 6496.72
(Construction of un- reinforced, dowel Cum
jointed, plain cement concrete pavement
over a prepared sub base with 53 grade
cement @ 380 kg per cum, coarse and fine
aggregate conforming to IS 383, maximum
size of coarse aggregate not exceeding
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 compund
finishing the lines and grade as per drwaing.
19 Providing and laying weep hole in 36.00 One 90.82
Abutment and returns by using A.C pipe of No
100mm. Incl. fixing in proper grade and
jointing the complete as per detailed
20 Providing and laying in Position FE - 1.720 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.
21 Supplying and fixing reinforced concrete 47.50 One 5560.00
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) 1200mm Dia.
22 Dismantling the existing structure including 43.70 One 974.66
removing and stacking the dismantled Cum
materials as and where directed. RCC Work.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
23 Removing all types of Hume pipes and 38.00 One 216.64
stacking within a lead of 1000m including Rmt.
earthwork and Dismantaling of Masonary
24 Providing temporary all weather and fair 91.00 One 667.00
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..
25 Providing and fixing Precast cement concrete 19.00 One 356.49
Hectometer as per IRC type design incl. No
painting, lettering etc. fixing in C.C. 1:5:10.
26 Providing and fixing Precast cement concrete 300.00 One 350.80
Guard stone as per I.R.C. type design No
including white washing etc. complete.
Fixing in C.C.1:5:10.
27 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)
28 Providing and fixing Indicator stone of 211.00 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
29 Supplying and fixing Junction Boards of 1.00 One 5236.69
M.S. plates and angles as per I.R.C. design No
incl;. Fixing in C.C. 1:4:8 with necessary
excavation painting, figuring, lettering on
boards etc. complete.
30 Providing and fixing Road sign of M.S. plate 10.00 One 3072.98
and angle iron incl. painting, lettering etc. No
complete. fixing in C.C. 1:4:8 block with
necessary excavation etc. complete as per
IRC type design (i) Reflective Type.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
31 Village/Bump Ahead sign. : Providing and fixing 6.00 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,
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.
32 Informatory Signs :-Providing and fixing sing boards 1.00 One 3856.89
made out of 2mm aluminium sheet; size 80 x 60cms. No
rectangle as per the design of IRC-67-1977 pre treated
with phospheting process & acid teching; coated with
one coat of epoxyprimer and two coats of best
qualityepoxy paint; reflectorised with retro refiective
sheeting as per latest M.O.S.T. Specifications; 3.1m
long stand postand frame fabricated from suitable
sizeiron angle of 35 x 35 x 3mm75x75x6mm as
required; painted with best qualityepoxy coatings in
black and whitebends. the details of symbol for
eachboard shall details of symbol for eachboard shall
be as per the instruction ofengineer in charge. The
fixing at site shall be in 1:2:4 CC block of size 45 x45 x
60cms. for each leg. including excavation curing tec.
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)
33 Hazard Marker sign : 26.00 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 Grade
34 Road Marking with Hot Applied paints with 1551.00 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)
35 Cate eye / road stud/ RPM : Supplying 1084.00 One 326.23
Raised Pavement markers of polycarbonate No
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 accordanace to ASTM D 4280 type H and
complying to specification of category A of
MORTH circular No RW/NH/33023/10-97-
DO III Dt. 11-06-1997. the height, width and
length shall be exeed 20mm, 130mm and
130mm and with minimum reflective area of
13sqcm on each side and the slope to the
base shall be 35+/-5 degree. the body of the
marker should having finger grip for easy
and accurate placement and application with
epoxy /bituminous adhesive as
recommended by the manufacturer of the
marker. the colour of the marker should be
as per the IRC:35-2015 and as directed by
Engineer-in-charge.
Rupees One Crore Sixty Six Lakh(s) Fifty Six Thousand Two Hundred Fifteen And
Paise Fifty Nine Only
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………………….………………
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
1.The Contractor shall exhibit a board with detailed specification and details of work as directed
by the Engineer-In-Charge for which no extra payment shall be made.
2.The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
3.GST and Income tax TDS will be deducted at a source while making payments of bills
4.In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per
Govt. G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in
S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost
of difference of cement consumption have been deducted from the rate of original item at the
rate of input rate mentioned in all the tender.
NOTE: Amount Rs.10043/- Of Dismentalled materials shall be recovered from 1st R.A. bill of Contractor at once.
Signature of Contractor.
Deputy Executive Engineer Executive Engineer
Panchayat (RP) Sub Division Panchayat R&B Division
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