Loading…
Loading…
Tender Value
₹2.1 Cr
EMD Value
₹2.1 L
Closing Date
3 Jun 2026, 6:00 pmClosed
Executive Engineer, Panchayat (R & B) Division Rajkot.
Construction of Pransla Paradva Road (Non-Plan) Km.0/0 to 2/660 Ta.Upleta, Dist.; Rajkot (Package No.RAJ/MMGSY/BUJ/2024-25/P.28)
308798
NIVIDA NO 11 2025-26 (5th Invitation)
Open
Civil Works - Roads
Rajkot
8 documents required · 8 mandatory
₹3,600
Executive Engineer Panchayat R&B Division Rajkot
₹2.1 L
26 May 2026
26 May 2026
26 May 2026
3 Jun 2026
26 May 2026
Name of work :- Construction of Pransla Paradva Road (Non-Plan) Km.0/0 to 2/660 Ta.Upleta,
Dist.; Rajkot (Package No.RAJ/MMGSY/BUJ/2024-25/P.28)
BILL OF QUANTITIES
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
1 Earthwork for embankment including 4832.00 One 150.38
breaking clods, dressing with all lead and lift Cum
(Excluding watering and consolidation) (A)
From borrow area with all lead and lift.
2 Box cutting the road surface to proper slope 1000.00 One 104.04
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.
3 Providing and laying granular sub-base 2591.00 One 824.51
Grade-I C.B.R. not less than 30% by Cum
providing close graded materials, consisting
of B.T. crushed stone aggregates 53 mm to
mm to below @ 30% coarse sand
combination and stone dust/grit spreading
in uniform layers with motor grader on
prepared surface, mixing by mix in place
method with rotovator at O.M.C. to required
dry density including filling the depressions
which occred during the process using
vibratory roller 8-T to 10-T complete as per
4 Providing and laying compacted W.B.M. 1187.00 One 1331.75
Grade-1 100 mm thick of machine crushed Cum
B.T. metal of size 45 mm to 90 mm in
required layers with using 22% stone
screening 13.2 mm size and 7.00 % stone dust
as filler including spreading,watering and
consolidation by vibratory roller
5 Providing and laying compacted W.B.M. 150 1350.00 One 1283.16
mm. thick in 2-layer each of 75mm thick Cum
Grade-II of machine crushed B.T. metal of
size 45 to 63 mm. in required layers with
using 13 % stone screening 13.2 mm size and
7.00 % stone dust as filler including sprading
,watering, and consolidation by vibratory
roller etc.complete.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
6 Rolling and Watering of earthwork with 4832.00 One 22.48
vibratory roller including filling in Cum
depression which occur during the process
and as directed.
7 Providing and laying 37.50 mm thick Built 698.00 One 2079.10
up spray grout in one layer using black MT
crushed stone aggregate as per gradation
and specification including using VG-30 for
tackcoat at the rate of 4.0Kg / 10 Sq.M. On
B.T Surface by mechanical sprayer and
bitumen grade VG-30 mixing at the rate of
19.90 Kg. / M.T. by weightof total mix ( i.e.
1.99 %) including heating and mixing the
aggregate and bitumen by continous
batching drum mix plant, transporting the
mix and spreading the same by paver
finisher and consolidation with vibratory
roller including the cost of all materials, fuel
labours, tools and plants using contractors
own drum mix plant and machinaries etc.
8 Providing, laying and rolling of 25 mm thick 489.00 One 2655.51
open graded premix bituminous carpet with MT
B.T. aggregate as specified and using
bitumen VG-30 for tack coat at the rate of
Kg/ 10 Sq.M. and using bitumen for mixing
at the rate of 3.36% i.e. 33.60 Kg/MT of total
mix including mixing in Drum mix plant
spreading the same with paver finisher and
consolidation with vibratory roller including
necessary fire wood, oil, lubricants, labor
charges etc. using contractor’s own hot mix
plant and equipments, tools etc. complete in
accordance with requirement of
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
9 Providing and laying seal coat with B.T. 254.00 One 2975.20
aggregate as specified using aggregate at the MT
rate of 0.18cum/10sqm. And bitumen VG-30
for mixing with aggregate at the rate of 4.5%
i.e 45.00kg/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 using contractor's own drum mix
plant, machineries and equipment, tools etc.
complete in accordanace with the
requirement of specification.
10 Excavation for foundation upto 1.5m depth 152.00 One 582.21
including sorting out and stacking of useful Cum
materials and disposing of the excavated
stuff upto all lead. (C) Hard Murrum
11 Excavation in large boulders and soft rock by 551.00 One 682.43
wedging including shoring, strutting and Cum
dewatering as necessary and disposing of
the excavated stuff as directed,
12 Excavation in hard rock by dry-wet blasting 534.00 One 1595.52
and chiseling including dewatering Cum
preparing foundation base by proper
benching and stepping and disposing of the
excavated stuff as directed (B) Blasting
13 Providing and casting in situ ordinary 1356.00 One 3801.26
cement concrete M-150 mix and providing Cum
necessary pin headers including shuttering,
scafilding, laying vibrating, curing and
finishing complete Without V-Grooves For
14 Providing and filling in foundation with 282.00 One 3228.29
ordinary cement concrete M-100 mix and Cum
providing necessary vertical pin headers
incl. Formwork, vibrating, ramming and
curing complete.
15 Providing and casting in situ Ordinary 349.00 One 3974.18
cement concrete- M-200 for average 150mm Cum
thick wearing coat laid as directed incuding.
tamping, vibrating, finishing, curring and
filling in joints with bitumen complete.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
16 Providing and laying weep hole in 576.00 One 82.56
Abutment and returns by using A.C or C.I No
pipe of 100mm. Incl. fixing in proper grade
and jointing the complete as per detailed
17 Providing and laying in Position FE - 10.090 One 73217.52
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.
18 Providing and Fixing in position FE- 3.810 One 72601.86
500/500D TMT bar reinforcement including MT
cutting, bending, hooking, and tying
complete as per detailed drawaing (A)RCC
kerb (B) RCC Footpath (B) RCC Solid Slab/
App. Slab / Wearing coat.
19 Supplying and fixing reinforced concrete 142.50 One 3446.50
heavy duty non presure pipes with collars Rmt.
for culverts carrying heavy traffic as per IS
458-1991 specification including setting and
joinng the pipes in C.M. 1:2 watering and
laying (to level or slope) of I.S. Class NP-3 of
following internal diameter with all lead and
lift. (i) 900mm Dia.
20 Supplying and fixing reinforced concrete 15.00 One 649.92
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) 300mm Dia.
21 Dismantling the existing structure including 40.00 One 886.05
removing and stacking the dismantled Cum
materials as and where directed. RCC Work.
22 Providing and fixing Precast cement concrete 11.00 One 356.49
Hectometer as per IRC type design incl. No
painting, lettering etc. fixing in C.C. 1:5:10.
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
23 Providing and fixing Precast cement concrete 300.00 One 98.62
Guard stone as per I.R.C. type design No
including white washing etc. complete.
Fixing in Earth
24 Providing and fixing ordinary Kilometer 3.00 One 515.40
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 VR, ODR)
25 Providing and fixing Indicator stone of 119.00 One 343.26
approve stone as per I.R.C. type design in No
C.C. 1:4:8 including white washing etc.
complete Fixing in Earth
26 Supplying and fixing Junction Boards of 2.00 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.
27 Providing and fixing Village name Boards as 2.00 One 3437.59
per standard I.R.C. type design of steel plate No
incl. painting, lettering etc. complete with
fixing in C.C. 1:4:8 block with necessary
excavation etc. complete
28 Providing and fixing Road sign of M.S. plate 16.00 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.
29 Providing and Fixing Flood guage post 4.00 One 984.65
confirming to IRC 67-2001 using engineering No
grade retro reflective sheeting including
lettering and border as directed. For New
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
30 Hazard Marker Sign :-Providing and fixing sign 12.00 One 3518.68
boards made out of 2.0 mm aluminium sheet / 4 mm No
ACP (Aluminum composite Panel); size 90x30 cms.
rectangular as per design of IRC-67-2012. Pre treated
with phospheting process & acid etching; coated with
one coat of epoxy primer and two coats of best quality
epoxy paint ; reflectorised with High Intensity
Prismatic Grade retro refiectivesheeting of Type-4 as
per ASTM D-4956 and latest M.O.S.T.Specifications;
1.8mtr long stand post of Iron Angle 75 x 75 x 6mm /
65NB Circular MS Pipe as required and frame
fabricated from suitable size iron angle of 35 x 35 x
3mm; painted with bestquality epoxy coatings in black
and white bends. The details of symbol for each board
shall be as per the instruction of engineer in charge.
The fixing at site shall be in 1:2:4 CC blockof size 45 x
45 x 60 Cms. for each leg including excavation, curing
etc.complete under the supervision of engineer in
charge. A warranty for 7 years for the Retro reflective
sheeting from original manufacturer & a certified
copy of 3 year outdoor exposure test report from third
party test lab for the product offered shall be
submitted by contractor. (B) Class-B Type-4 Retro
Reflective sheeting
31 Route marker sign :-Providing & fixing sign boards 18.00 One 3744.67
made out of 2mm aluminium sheet, size 60x45cms. No
rectangle plus 30x25cms additional plate as per the
attached drawing (IRC) pre treated with phospheting
process & acid etching. coated with one coat of epoxy
primer and two coats of best quality epoxy paint
reflectorised with retro sheeting as per latest M.O.S.T.
Specifications ; 3.1m long stand post and frame
fabricated from iron angle of 35 x 35 x 3mm
75x75x6mm as required, painted with best quality
epoxy coating in black and white bends The details of
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 45x 60cms. for each leg,
including excavation curing etc. complete under the
supervision of engineer in charge.(A) Engineer
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
32 Cautionary Warning Sign : Providing and fixing sign 4.00 One 3808.65
boards made out of 2mm Aluminium sheet size No
90x90x90 cms. Equilateral treangle as per the design of
IRC-67-1977 pre treated with phospheting process and
acid etching coated with one coat of apoxy primer and
two coats of best quality epoxy paint reflectorised
with retro reflective sheeting as per latest MOST
specification 3.1 Mt. long stand post and frame
fabricated from suitable size iron angle of
35x35x3mm, 75x75x6mm. as required painted with
best quality epoxy coating in black and white bends
the details of symbole for each board shall be as per
the instruction of Engineer in charge the fixing at site
shall be in 1:2:4 CC block of size 45x45x60cms. for
each leg including excavation curring etc. complete
under the supervision of engineer in charge (A)
Engineering Grade.
33 Road Marking with Hot Applied paints with 632.00 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.
34 Supplying and fixing cat eye (Stimsonite) 346.00 One 375.72
made out from Acrilo beautile sterine No
injuction high compressed molding with
reflector made of MMC (prismatic type of
size 12cm x 6cm x 2.5cm) provided with
bituminous adhesive 100g. with each unit for
fixing. (High Intensity grade)
Rupees Two Crore Eight Lakh(s) Ninety Five Thousand Three Hundred Seventy
Nine And Paise Sixty Eight Only
Item Description of Item (With brief specification Quantity Unit Rate Amount
No. and reference to book of Specification)
I \ We am \ are willing to carry out the work at ……………………… % above \ bellow
percent ( Should be written in figures and words ) of the estimated rate mentioned above.
Amount of My \ Our tender works put as under.
* Estimated Amount * Estimated Amount
Put to tender Rs…………………… Put to tender Rs……………………
Deduct……..……..% Add……..……..%
In words………………….……………… In words………………….………………
1.The Contractor shall exhibit a board with detailed specification and details of work as directed
by the Engineer-In-Charge for which no extra payment shall be made.
2.The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
3.GST and Income tax TDS will be deducted at a source while making payments of bills
4.In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per
Govt. G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in
S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost
of difference of cement consumption have been deducted from the rate of original item at the
rate of input rate mentioned in all the tender.
NOTE: Amount Rs. Of Dismentalled materials shall be recovered from 1st R.A. bill of Contractor at once.
Signature of Contractor.
Deputy Executive Engineer Executive Engineer
Panchayat R&B Sub Division Panchayat R&B Division
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
RAW_HTML
NIVIDA 11 2025-26 5TH INVITATION.pdf
SBD Pransla-MM-N-NP-Upleta.pdf
SCHEDULE B.pdf
Speci Pransla-MM-N-NP-Upleta.pdf
Download all tender documents and submit your bid