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Tender Value
₹67.1 L
EMD Value
₹67,200
Closing Date
20 Apr 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Chief Officer, UNJHA NAGARPALIKA, UNJHA
DEVELOPMENT OF ICONIC ROAD FROM VISNAGAR CHOKDI TO UMIYAMATA CHOK AT UNJHA NAGARPALIKA AREA AT UNJHA.
292181
01 OF 2025 – 2026
Open
Civil Works - Roads
Mehsana
18 documents required · 18 mandatory
₹2,832
Chief Officer , UNJHA Nagar Seva Sadan, UNJHA
₹67,200
31 Mar 2026
31 Mar 2026
31 Mar 2026
20 Apr 2026
31 Mar 2026
Name Of Work :DEVELOPMENT OF ICONIC ROAD FROM VISNAGAR CHOKDI TO UMIYAMATA CHOK AT
UNJHA NAGARPALIKA AREA AT UNJHA.
Schedule-B1 : CONSTRUCTION OF DIVIDER AND BEAUTIFICATION WORK AS ICONIC ROAD FROM
VISNAGAR CHOKDI TO UMIYA MATA CHOK AT UNJHA NAGARPALIKA.
Sr. No. Description Quantity Unit Rate Amount
1 Box cutting the road surface to proper slope and 15.00 Cu.M. 215.62
camber for making a base for road work including
excavated stuff and depositing on the road side
slope as directed upto 50Mt.lead.
2 Demolition and disposal of unserviceable 45.00 Cu.M. 622.36
materials with all lead and lift.(i) Lime concrete.
3 Providing and laying cement concrete 1:3:6 ( 1: 15.00 Cu.M. 2968.91
Cement : 3- Coarse Sand : 6- hand broken stone
aggregates 40mm nominal size) and curing
complete excluding cost of formwork in
(A) Foundation & Plinth
4 Providing and laying controlled cement concrete 35.78 Cu.M. 3890.12
M.200 and curing complete excluding the cost of
reinforcement for reinforced concrete work in (A)
Foundations, footings, Base of columns and Mass
5 P & L Designer Railing made from Bansipahad 200.00 Sq.M. 12769.43
stone 75 mm thick jali and 125 mm thick vertical
post fixing on divider by adhesive material and
jointed with color cement slurry including finised
with flush pointing & cleaning the surface etc. as
per directed by engineer in charge.
6 P & L Designer Stambh made from Bansipahad 30.00 Nos 15655.00
stone 125 mm to 300 mm thick vertical post (as
per design) fixing on divider by adhesive material
and jointed with color cement slurry including
finised with flush pointing & cleaning the surface
etc. as per directed by engineer in charge.
7 P & L Bansipahad stone 30 mm thick over 20 mm 300.00 Sq.M. 2081.95
(average) base of cement mortar 1:6 (1 cement:
coarse sand) on new surface or fixing on existing
wall by adhesive material including dismentaling
of existing flooring and jointed with color cement
slurry including finised with flush pointing &
cleaning the surface etc. as per directed by
engineer in charge.
Total ( B1 ) :-
Schedule-B2 : CONSTRUCTION OF SIDE WALKWAY FOR ICONIC ROAD FROM VISNAGAR CHOKDI TO
UMIYA MATA CHOK AT UNJHA NAGARPALIKA.
1 Box cutting the road surface to proper slope and 132.00 Cu.M. 215.62
camber for making a base for road work including
excavated stuff and depositing on the road side
slope as directed upto 50Mt.lead.
2 Providing and laying cement concrete 1:3:6 ( 1: 66.00 Cu.M. 2968.91
Cement : 3- Coarse Sand : 6- hand broken stone
aggregates 40mm nominal size) and curing
complete excluding cost of formwork in
(A) Foundation & Plinth
3 Providing and fixing pre-cast Rubber Dye / steel 660.00 Sq.M. 699.84
Dye inter locking concrete block 60mm thick with
grade of concrete M300 pnumatic compressed /
vibrated mechanically and as per approved
design Confirming to IS 15658 : 2006 including
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.
4 Providing and fixing pre-cast concrete kerb stone 660.00 Rmt 404.06
of gray cement based concrete block 30cm
length,30cm height
and 15cm thick of M200 grade concret as per
approved design and including excavation for
fixing in proper line
and level,filling the joint with C:M 1:3
(1cement:3fine sand) etc complete.
5 Finishing wall with water proofing cement paint 297.00 Sq.M. 65.25
of on wall surfaces (Two coats) to give an
approved brand and manufacture and of required
shape even shade after thoroughly brushing the
surface to remove all dirt and remains of loose
powered materials.
6 Providing and displaying of Areca Palm having ht. 30.00 Nos 598.38
2.40 m to 2.70 m with 12 to 14 suckers, well
developed, fresh and healthy with lush green
foliage in 35 cm size of Bucket type cement pots &
as per direction of the officer-in-charge.
7 Cat Eye / Road Stud / RPM: Supplying of Molded 330.00 Each 326.23
Twin Shanks 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
+/- 5degree. The strength of detachment of the
integrated cylindrical shanks, (of diameter not
less than 19 +/- 2 mm and height not less than
30+/- 2 mm) from the body
is to be a minimum value of 500 Kgf. Fixing will be
bydrilling holes on the road for the shanks to go
inside, without nails and using epoxy resin based
adhesive as per manufacturers recommendation
and The color of the marker should be as per the
IRC 35-2015 and as directedby Engineer-in-
8 Road marking with hot applied thermoplastic 355.50 Sq.M. 367.73
paints with reflectorising glass beads on bitumin
surface providing
and laying a hot applied thermoplastic compound
2.5mm 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 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.
9 Excavation for foundation upto 1.5 m depth 348.80 Cu.M. 122.99
including sorting out and stacking of useful
materials and disposing off the excavated stuff
upto 50 Meter lead.(A) Loose or soft soil
10 Providing and constructing Sewer manholes,
scraper manholes and unit house connection
chamber, as per the type design in brick masonry
in C. M. 1:5 and inside and outside 20mm thick
plastering in C. M. 1:3 necessary 100 mm coping
with reinforcement in R.C.C.M.200 fixing C. I. steps
and fixing manhole frame and covers (But
excluding supply of manhole frame and covers)
over manholes and house connection chambers
and fixing Manhole covers (but excluding
supplying of manhole covers) over scraper
manhole etc. complete, providing and fixing safety
chain wherever necessary as per the stipulations
in the type design complete as per latest CPHEEO
manual. (excl. excavation).
(A)-Manhole type "A" Circular type having inside
diameter of 1200 mm for depth upto 1.5 m depth
(for 150 mm to 500 mm dia sewer)
(A) Manhole type "A" as above but upto 1.0 M 2.00 Nos 12300.79
(i)Extra depth beyond 1.0 M but upto 1.5 M depth 1.00 M/ht 6694.28
for "A" type manhole above.
11 Providing and constructing rectangular brick 20.00 Nos 8001.22
masonry chamber for house connection as per
type design in brick masonry in C. M. 1:3 including
M-100 in foundation M-150 in benching inside
plastering in C. M. 1:3 and outside plastering in C.
M. 1:3 coping in M200 and fixing RCC precast
manhole frame and covers, but Excl. supply of
manhole and cover etc. complete excl. excavation.
12 Supplying and fixing reinforced concrete heavy 250.00 Rmt 660.00
duty non-pressure pipes with collars for culverts
carrying heavy traffic as per IS 458-1991
specifications including setting the pipes in C.M.
1:2 watering and laying (to level or slopes) of
class NP3 of following internal daimeters.(i)
13 Filling available excavated earth (excluding rock) 348.80 Cu.M. 136.92
in trenches. plinth, sides of foundations etc. in
layers not exceeding 20 cm. in depth
consolidating each disposited layer by ramming
14 RCC precast M.H. Frame & Cover Manufacture,
supply & Delivery at store or at site of work
precast RCC M.200 Frame & cover suitable to
drainage M.H. and as per type design & Drawing
including cost of reinforcement M.S. Angles or
Flat, curing mold work etc.
Frame suitable for 50cm opening of MH 2.00 Nos 1132.21
Cover suitable for 50cm opening of MH 2.00 Nos 1184.73
(B)House Connection Chamber light duty
Frame 20.00 Nos 821.13
Cover 20.00 Nos 929.20
Total ( B2 ) :-
Schedule-B3 : SUPPLYING & ERECTION OF LED LIGHT WITH DECORATIVE POLE FOR ICONIC ROAD
FROM VISNAGAR CHOKDI TO UMIYAMATA CHOK AT UNJHA NAGARPALIKA.
1 Making trench in soft soil of suitable width of 90 330.00 R.Mt. 55.55
cm deep for laying cable or locating the fault all
over the run and back filling the same and making
the surface as normal ground.
2 Drilling the road without breaking the road 20.00 R.Mt. 492.88
surface (Asphalt) for laying of cable for feeding
power supply by making up to following size of
holes at both ends complete.
(A) Up to 100 mm bore dia
3 Supply, installation, testing and commissioning of 17.00 Each. 46460.00
7.0 mtr high decorative MS street light pole with
double curved arm bracket of 1.5 mtr length on
each side, suitable for mounting 2 Nos. 90W LED
luminaires, complete with hot dip galvanization
(minimum 70 microns) and powder coating/PU
painting, access door, internal wiring with 2C ×
2.5 sq.mm Cu FRLS cable, IP65 junction box,
brass terminals, and all necessary accessories,
including RCC M20 foundation of size 600 × 600 ×
1200 mm with 10 mm TMT reinforcement @150
mm c/c both ways and 300 mm pedestal above
ground level, MS base plate of size 300 × 300 ×
mm with 4 Nos. holes, fixed on 4 Nos. M20 ×
mm galvanized anchor bolts with nuts and
washers, non-shrink grouting, civil restoration,
erection, alignment, testing and commissioning,
complete in all respects as per directions of
Engineer-in-Charge, inclusive of all materials,
tools, transport.
4 providing and erecting Miniature circuit breaker 17.00 Each. 112.11
single pole 6A to 25A suitable to operate on 240 V
A.C. system and having breaking capacity 10 KA
to be erected in existing box. confirming to IS
8828/1996 with ISI Mark
5 Providing and erecting XLPE(IS:7098)(I)-88 ISI 390.00 R.Mt. 676.70
armoured cable multistrand Copper conductor
for 1.1 KV. to be laid on wall with necessary
clamps or in existing trench / pipe at road
crossing or floor of following size of cables.
(A) 4 core 10 Sq. mm
6 Providing & laying approved make Double walled 390.00 Rmt. 62.62
corrugated pipes (DWC) of
polyethylene(conforming to IS 14930 II )with
necessary connecting accessories of same
material at required depth in existing trench for
laying of cable. below ground / road surface for
enclosing cable
(A)50 mm outer dia
7 Providing and, fixing heavy duty flange type brass 3.00 Each. 51.51
cable gland with rubber ring for PVC insulated
armoured cable complete with out going tails,
insulating tape etc for following size of cables.
(C) 2 to 4 core 10 Sq. mm
8 Supplying & erecting approved make IP 55 grade 1.00 Each. 12399.77
Company fabricated Timer Panel of following
capacity for switch On-Off street lights on time
scheduling basis made from 16G CRCA sheet duly
epoxy power painted inside and outside with
hinged doors and locking arrangement consisting
of suitable size of 4 Pole MCB and 4 pole contactor
(cat-III)with analog time switch, auto manual
switch of same make and suitable input and
output Bakelite terminals and with door earthing
approved by Engineer in charge.
9 Providing and erecting Approved make RCCBs 1.00 Each. 2637.11
conforming to IS: 12640 and having sensitivity of
30 mA and Short Circuit withstand capacity of
KA and suitable for operation on 3 phase and
neutral 415V,50Hz. having characteristic of quick
action & tripping with all advance feature & do
not incorporate any electronic component for
following Max. rating erected as directed.
(ii) 40Amps. FP
10 Pipe type earthing having 150 cms.long and 2.5 9.00 Each. 368.65
cms. dia. galvanised iron pipe with coupling and
buch buried in specially prepared earth pit
complete with necessary 8 SWG earth wire.
11 For using salt and charcoal / coke as required for 9.00 Each. 171.70
pipe type earthing.
12 Providing and erecting HOT deep Galvanised iron 10.80 Kgs. 77.77
strip wire 8 to 16 SWG.
13 Supplying & erecting funnel type earthing having 1.00 Each. 2568.43
earth plate of following size burred in
specifically prepared earth pit 3 mtr. below
ground with 40 kg. charcoal and salt with
alternate layers of charcoal & salt, 20mm.dia. G.I.
pipe with Funnel with a wire mesh for watering &
bricks masonry block, C.I. Cover complete as per
para 7.3 of IS 3043 with necessary length of
double Galvanised Iron / copper earth wire No
SWG bolted with lug to the plate and covered in
12 mm dia. G.I. pipe 2.5 mtr long complete
connected to the nearest switch gear with end
socket as per direction & duly tested by earth
tester confirming to IS (As per drawing) with
following specification
(B) With 45 x 45 x 0.35 cms. C.I. earth plate
14 Solder less crimping type Aluminium lugs 151.00 Each. 13.13
conforming to IS suitable for cable of following
size evenly crimped with high pressure tool &
connected to switchgear terminals with
brass/cadmium plated nut bolts in an approved
Total ( B3 ) :-
Total (B1 to B3 ) :-
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1.Invitation TENDER DOCUMENT-292181.pdf
2.SBD-2026 TENDER DOCUMENT-292181.pdf
3.Volume I-Technical Specifications TENDER DOCUMENT-292181.pdf
4. Special condition TENDER DOCUMENT-292181.pdf
5. GR TENDER DOCUMENT-292181.pdf
6.Schedual B TENDER DOCUMENT-292181.pdf
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