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Tender Value
₹1.5 Cr
EMD Value
₹1.5 L
Closing Date
30 Jun 2026, 4:00 pm
Executive Engineer, Unit-1, SoUADTGA, Ekta Nagar
Construction of Access Ramp with Gabion wall support from Jetty Road to STP in SoU Campus-Ekta Nagar
315095
05 of 2026-27
Open
Civil Works
Narmada
10 documents required · 10 mandatory
₹4,248
CHIEF EXECUTIVE OFFICER, SOUADTGA, EKTA NAGAR
₹1.5 L
17 Jun 2026
17 Jun 2026
17 Jun 2026
30 Jun 2026
17 Jun 2026
NAME OF WORK : CONSTRUCTION OF ACCESS RAMP WITH GABION WALL SUPPORT FROM JETTY ROAD TO
STP IN SOU CAMPUS- EKTA NAGAR
Sr No. Description QTY. Unit
including (Rs.)
1 Clearing and grubbing road land including uprooting rank vegetation 0.16 Hect. 28455.09
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 alingment including marking out road line by 0.111 Km 2706.50
providing and fixing wooden pegs or steel rod of required size at every
25 M to 50 M. including excavating trenches ion both sodes of 0.30 m.
x 0.30M. including supplying of labours and all materials for every
work etc complete.
3 Fabrication & Installation of a steel portable barricade with horizontal 56 Nos. 3952.13
rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with
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
4 Dismantling of Cement Concrete Pavement (Dismantling of cement 54 Cum 744.37
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
5 Excavation for foundation in sand, gravel, clay soft soils and murrum 1022 Cum 523.28
etc. including shoring, strutting dewatering as necessary and disposing
of the excavated stuff as directed. (A) Depth upto 3.0 M. and lead upto
100m for 10 Cum
6 Excavation in large boulders and soft rock by welding including 1760 Cum 733.62
shoring, strutting and dewatering as necessary and disposing of the
excavated stuff as directed.
7 Providing and laying controlled cement concrete M.150 for curing 72 Cum 3792.73
complete excluding cost of formwork and reinforcement for reinforced
concrete work in (A) Foundations, footings,Base of columns and Mass
8 Filling available excavated earth (excluding rock) in trenches. plinth, 5234 Cum 137.47
sides of foundations etc. in layers not exceeding 20 cm. in depth
consolidating each disposited layer by ramming and watering.
9 Providing and supplying mechnically double twisted highly galvanized 2324 Cum 3282.50
with (PVC) poly chloride coating gabions made of mesh size 10 x
mm woven wire as per ASTHMA 10 x 12 mm woven wire as per
ASTHMA 975-97, Size of gabion 1 m x 1 m x 1m including providing
and laying stones in the gabions and arranging them in a required
manner in the section of break water or such other strcutre including
quarring, blasting, loading at quarry site to transporting at work site
and arranging in the gabion in workman like manner with required
layer thickness and arranging this gabions in required layers with the
crane if required capacity (if required as per drawings or as directed)
with all material, labours, tools etc. comp,
NAME OF WORK : CONSTRUCTION OF ACCESS RAMP WITH GABION WALL SUPPORT FROM JETTY ROAD TO
STP IN SOU CAMPUS- EKTA NAGAR
Sr No. Description QTY. Unit
including (Rs.)
10 Providing & fixing of polyester needle punched non woven geotextile 750 Sqm 64.64
as separator/filter media below replaced fill and behind gabion as per
MoRTH 700 Type-III geotextile. The width of geotextile roll shall not
be less than 4.5 m, at easily accessible location including top and
bottom, with all leads and lifts, manpower and machinery, materials,
labour etc. complete and as directed by Engineer - In - Charge and
approved drawings. (Maccaferri or Techfeb or Equivalent)
11 Providing & laying 230 mm thick pucca rubble pitching in cement 910.00 Sqm 766.70
mortar 1:5 proportion with surface pointed with cement mortar of 1:3
proportion including curing etc. complete for all leads & llifts
12 Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a 230 Rmt 3354.21
"W" metal beam crash barrier 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)
13 Providing and fixing in position FE 500D TMT bar reinforement 10 MT 73243.02
including cutting, bending and tying complete as per detailed drawings.
(A) R.C.C. Kerb
14 Providing and casting in situ controlled cement concrete M-200 for 28 Cum 4655.16
Kerb/ kerb blocks including formwork curing and finishing, complete
15 Construction of granular sub-base (Grade - III) by providing coarse 122.5 Cum 732.77
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
16 Providing and casting in situ Ordinary cement concrete M-150 for 61.50 Cum 3583.27
R.C.C. Raft and cut-off walls including necessary shuttering laying,
vibrating, ramming and curing complete.
17 Providing and casting in situ controlled trimix cement concrete M-300 122.50 Cum 5898.40
for 200mm thick Wearing Coats as directed including providing and
laying M.S. side rail of road thickness with necessary nut bolts plates
fixing as per width applying plate vibrator (elcetric or diesel on channel
compressor with vacumme dewatering system by using all necessary
equipment and materials and machinery such running erected vibrator
on prelaid M.S. channel for leveling vacuum pump floating and power
travelling using Floor hardner of Approved make, cutting the joints at
regular interval and with filling the joints with bitumin as directed by
Engineer In charge
NAME OF WORK : CONSTRUCTION OF ACCESS RAMP WITH GABION WALL SUPPORT FROM JETTY ROAD TO
STP IN SOU CAMPUS- EKTA NAGAR
Sr No. Description QTY. Unit
including (Rs.)
18 Paver Block Providing and laying shot blasted Non - 620 Sqm 978.08
interlocking, Paver blocks 80 mm thick M-45 grade of specified
thickness, size, grade of concrete and colour machine made
and blasting by automatic shot blasting machine and high
density of as per approved sample of approved make for
footpath, parking areas, service lanes,cross over and other areas as
mentioned in the drawing. Including providing and laying 50 to
80 mm thick average bedding layer of coarse sand below paver
block as per required grading and specification. Laid paver block
shall be mechanically compacted. The work of the paving blocks
shall be executed in line and level by skilled mason of flooring work
only. Small size of paver block with same specification shall be used
at residue or at end. It should be laid in such a way that the
no cutting of the paver block to be necessary. If cutting of
paver block shall be required, than cut by machine only and laying to
be done by skilled flooring mason. The finished surface of the
paver block shall have coarse sand Texture Finish. Pave blocks shall be
compacted and shall be re-laid if necessary. Actual laid area shall be
measured and paid without any wastage. (A) 80 mm thick M-45
grade Grey Paver block of size 200mm x 200 mm and 200 x 100 (as
per Direction of Engineer In-Charge/Architect)
19 Hazard Marker Sign :-Providing and fixing sign boards made out of 2 Nos. 3666.30
1.5mm aluminium sheet / 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 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
NAME OF WORK : CONSTRUCTION OF ACCESS RAMP WITH GABION WALL SUPPORT FROM JETTY ROAD TO
STP IN SOU CAMPUS- EKTA NAGAR
Sr No. Description QTY. Unit
including (Rs.)
20 Regulatory / Mandatory Sign :-Providing and fixing sign boards made 2 Nos. 4618.73
out of 2mm aluminium 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 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 Distance Informatory / Destination Sign :-Providing and fixing sign 2 Nos. 20918.11
boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum
composite Panel); size 180x120 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
NAME OF WORK : CONSTRUCTION OF ACCESS RAMP WITH GABION WALL SUPPORT FROM JETTY ROAD TO
STP IN SOU CAMPUS- EKTA NAGAR
Sr No. Description QTY. Unit
including (Rs.)
22 Diversion Ahead Sign :-Providing and fixing sign boards made out of 2 Nos. 10671.66
2mm aluminium sheet / 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-11 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 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 Men at work (2' x 2') sign :-Providing and fixing sign boards made out 4 Nos. 4962.13
of 2.0 mm aluminium sheet / 4 mm ACP(Aluminum composite Panel);
size 60cm x 60cm square 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 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. (A) Class-C Type-11 Retro Reflective sheeting
Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded
Copper conductor wire in following type of pipe to be erected
concealed in /flushed on wall/ceiling, with 1.5 sq. mm copper
24 conductor FRLS PVC insulated stranded wire of green colour for earth 30 Mtr. 82.00
continuity of following size (general wiring + in street light)
(a) with medium class Rigid PVC pipe and accessories
(b) 2 wire 2.5 sq. mm (FRLS)
Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable
multistrand Aluminium conductor for 1.1 KV. to be laid on wall with
necessary clamps or in existing trench / pipe of following size of
cables (c) 4 core 10 Sq. mm
NAME OF WORK : CONSTRUCTION OF ACCESS RAMP WITH GABION WALL SUPPORT FROM JETTY ROAD TO
STP IN SOU CAMPUS- EKTA NAGAR
Sr No. Description QTY. Unit
including (Rs.)
Making trench in soft soil of suitable width of 90 cms deep for laying
26 cable or locating the fault all over the run and backfilling the same and 110 Mtr. 55.00
making the surface as normal ground.
Providing & laying approved make Double walled corrugated pipes
(DWC) of polyethylene(conforming to IS 14930 II) with necessary
connecting accessories of same material at required depth for laying
of cable. below ground / road surface for enclosing cable and back
filling the same to make ground as per original. (C) 90 mm dia
SECTION 3.00 SWITCHGEARS & DISTRIBUTION BOARDS
MINIATURE CIRCUIT BREAKERS.
Miniature circuit breaker 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(QTY FOR
MCB OF DB AND MCB OF PANEL) Cat-III
(3) 'B' class (Heavy Duty) frp/grp pole suitable for base plate
[B] Overall Length of 4.0 meter, Average thickness : 6mm,
Top/Bottom Outside Dia. 76/143mm +/‐2.Weight of Pole 15.4 Kg
approx. (Without base) Metal Anchor Base dully frp claded (Size :
Ø * 12mmthk , Mounting hole PCD 240mm * 4 nos. of 16 Ø hole)
Supplying and erecting Street light pole bracket comprising main B
Class MS pipe of 4.2 cm/require outside dia. complete with suitable B
Class M.S. sleeve tubing of approx. 45cms.length and suitable for
76.5mm/80mm/require size of pole top having nuts and bolts for fixing
the brackets and having spread of 0.5 mtr. Length with 110 deg.with
vertical plane and suitable welded stiffener reducer and nipple with
check nut complete painted with one coat.of Red oxide / PU base
primer and two coats of Aluminium / PU paint. paint with following
[A] Single Arm bracket 0.5 Mtr
Painting of street light pole having post top lantern complete with
primer with two coats of Aluminium paint.
Painting of street light pole with bracket complete with two coats of
Aluminium paint for following size of pole.(A) up to 4 mtr
Providing and erecting C.I./M.S. flange type base plate of 300mm x
Providing and fixing Terminal board of size 5.0 x 127 x
mm.bakelite sheet with suitable brass studs with nuts, washers and
clamps of size 25mm x 3mm suitable for pole painted with one coat of
red lead paint.
Providing and erecting cable clamp of 25 mm X 3 mm M.S. flat
35 suitable for fixing 2 Nos.of armoured cable with nuts and bolts. (B) 10 Ea. 111.00
for 140 mm dia. Pole
NAME OF WORK : CONSTRUCTION OF ACCESS RAMP WITH GABION WALL SUPPORT FROM JETTY ROAD TO
STP IN SOU CAMPUS- EKTA NAGAR
Sr No. Description QTY. Unit
including (Rs.)
Providing 1:2:4 cement concrete foundation & 70 % PCC from
bottom including excavation for the pole of size 45 x 45 x 100 cm.
36 Deep in below ground level with plinth of 45 cm x 45 cm (or 45 cm 10 Ea. 801.00
dia x 45 cm) high upper ground level with necessary curing and
finishing in approved manner. for 4 & 6 mtr pole)
Supplying and erecting LED street light fittings with High power
White LEDs wattage of 3 Watt and above assembled on single
MCPCB, efficiency more than 130 lm/w and corrosion free High
pressure die cast aluminum housing with smooth finish powder coated
and heat sink extruded aluminium with diffuser and Polycarbonate
optics/ lenses, with toughened glass with company mark/name
engraved or embossed 160 to 270 V,Power Factor more than 0.95,
THD < 10 %, CCT 3000 K to 5700K,Uniformity ratio >0.45,
Luminaire efficacy> 100 lumens/watt . LED driver efficiency > 85 %.(
fittings required LM-79 & LM-80 certificates)(NOTE: Below
description have shown ranges of Wattage capacity of LED
fittings.The Engineer incharge may select any wattage capacity
between the ranges shown.)
(A) Street Light (IP-65), Surge protection -4KV integral and ,Light
must have 440VAC line supply with over-voltage protection. (ii) above
48 to 60 Watts Cat-lll
Supplying & erecting approved make IP 55 grade 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.(C) 63 Amp
Supplying & erecting in earthpit of minimum bore dia. 225mm size
ASH or approved make Safe Earthing Electrode consisting Pipe-in-
Pipe Technology as per IS 3043-1987 made of corrosion free G.I.Pipes
having Outer pipe dia of 80 mm having 80-200 Micron galvanising,
Inner pipe dia of 40 mm having 200-250 Micron galvanising,
connection terminal dia of 14 mm with constant ohmic value
surrounded by highly conductive compound with high charge
dissipation suitable for panel earthing.[A] For electrical installation up
to 440 V(c) For Electrical Installation covering Transformer Neutrals,
Lightning arrester Earthing, A.C.Plant & Sensitive Computer
System(like Automation, SCADA) i.e independent Earthing in normal
soil. [B] For Electrical installation up to 11 KV located in other than
normal soil i.e. Soft Rock, Marshy Soil etc.-Length of Pipe : 2 mtr -
Back filling Compound :1 no. Bag of 25 Kg.
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01 SBD.pdf
02 BOQ.pdf
03 Technical Specification.pdf
04 Drawing.pdf
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