Loading…
Loading…
Tender Value
₹75.0 L
EMD Value
₹75,025
Closing Date
20 May 2026, 4:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Deputy General Manager (SRFDCL)
CONSTRUCTION OF BOUNDARY WALL AT VARIOUS LOCATIONS ON EAST AND WEST BANK FOR SABARMATI RIVER FRONT DEVELOPMENT PROJECT
300234
2026-27
Open
Civil Works - Others
Ahmedabad
3 documents required · 3 mandatory
₹2,400
The Executive Director, Sabarmati River Front Development Corporation Ltd
₹75,025
1 May 2026
1 May 2026
1 May 2026
20 May 2026
1 May 2026
Volume-3 Section -5 BILL OF QUANTITIES
Name of Work :- CONSTRUCTION OF BOUNDARY WALL AT VARIOUS LOCATIONS AT EAST & WEST
BANK FOR SABARMATI RIVER FRONT DEVELOPMENT PROJECT
Sr. Sub Section Amount in
1 Sub Section : A- Civil Maintenance Works
I / We am / are willing to carry out work at % above / below*
Note : * Please strike out above or below, whichever is not applicable.
1. No extra payment shall be paid for material testing, soil testing and any other tests as
2. The unidentified utilities shall be shifted or reconstructed as per prevailing S.O.R rates of
Quantity Estimat
estimate ed Rate
d but (In Rs.) Total
Description may be amount (In
1 Excavation in all kinds of soil for foundation pit/ trenches/
basement by mechanical or manual means including sorting
out and stacking of useful materials, dressing of the sides,
ramming of bottom, disposing of the excavated stuff within site
or upto 1 km from site including for all lifts, for all kind of
soil, necessary shoring and strutting, etc. complete as
directed by Engineer in Charge. Note: Quoted rate shall not be
inclusive of backfilling the trenches/ pits/ zari of oundation. (The 660.00 Cum. 115.92
back filling shall be measured and paid in relevant tender item).
(For all civil, plumbing, electrical and infra structure works).
a) upto 1.5 Mt. Depth
b) from 1.5 to 3.0 mtrs Depth 75.00 Cum. 128.52
2 Supplying and Filling in foundation, plinth with murrum or
selected soil brought from outside in plinth and sides of
foundations or areas as instructed by engineer in charge, in
layers not exceeding 15 cm in depth with optimum moisture
conditions to give at least 95% of the maximum dry density
(proctor density) including watering, ramming and
compacting using mechanical vibrator (static / pneumatic) of
required capacity, including freight, transportation, loading,
unloading, screening, passes etc. all complete as directed 50.00 Cum. 286.20
by the Engineer-in-charge (Consolidated measurements of fill
shall be paid for under this item). The rates shall include for all
leads and lifts including transporting using mechanical / manual
means within the project area.
3 Disposing of the surplus excavated earth and/ or debris etc.
including loading at site, transporting by mechanical or
manual means & disposal, unloading, spreading and
dressing and compacting with required capacity of roller
as approved by engineer in charge beyond the initial lead of 790.00 Cum. 332.61
50 m and lifts, etc complete. (Item shall be executed where
disposal of earth is not included in relevant items)
a) upto 5.0 Kms
4 Providing and laying Plain Cement Concrete of grade
M15 including compaction, finishing top surface to the level
curing including cost of formwork (if necessary) etc.
complete as per specifications and directions as per Engineer-
in-charge. In foundations, plinth, sub base of floors etc. (for all
civil, plumbing, electrical and infra structure works).
5 Providing and laying of cement concrete of R.C.C.M25 grade
as per the specifications for base slab and key of RCC
retaining wall, any other structure for encasing of
underground services as per drawing and as directed by the 175.00 Cum. 4,238.04
Engineer in Charge. Rate shall include cost of formwork but
exclude cost of reinforcement.
6 Providing and laying of cement concrete of R.C.C.M25 grade
as per the specifications for stem, counter fort, parapet of
RCC retaining wall, RCC stair case etc as per drawing
and as directed by the Engineer. Rate includes cost of
formwork for casting the wall upto full height at single cast
but exclude cost of reinforcement. Casting shall be done in
7 Supplying, erecting, placing, lowering in position by
suitable method HYSD (TMT) Fe 500D Reinforcement
confirming to IS 1786 of all categories of RCC works as
per design at all levels including transporting steel to the
work site, handling, decoiling, cutting, bending, cranking,
fabricating to required shape, placing in position and tieing /
binding the system with 18 gauge annealed (with two
strands) wires, welding if necessary etc. complete as per
specifications and as directions by the Engineer-in- charge. 50.00 tonne 75,460.00
Measurement will be made on the length basis and
converted into weight by using standard co-efficient (rolling
margin's and wastage shall not be paid). The quoted rate
should be inclusive the cost of Binding wire, laps, chairs, hooks
for lifting, spacers etc and the same will not be measured and
paid separately.
8 Providing and laying in diaphragm wall/ retaining wall joint
225 mm wide PVC water stop of approved make and as per
specification as shown in the drawings. Rate shall also include 54.00 Rmt. 513.00
fixing arrangement in stop end pipe/plate.
9 Providing and fixing in 25mm expansion joints,
SILFLEX/Capcell HD 100 Supreme or equivalent
(Polyurethane foam filler) of the best quality, including in all 14 Sqmt. 785.00
shapes and all levels etc. complete as directed by Engineer-in-
Charge and as per specification.
10 Providing and filling the expansion joints for 25 mm width
& 12 mm depth, with polysulphide sealant with application
of primer including scraping / removing the expansion filler
materials from joints, cleaning, repairing of the edges with
epoxy mortar of approved color and make, fixing of abro tapes
on the edges to prevent the adjoining surface, etc. complete as
directed by Engineer-in-Charge. The contractor should furnish
a guarantee of 10 years as directed.
11 Providing and laying 110 mm dia PVC pressure pipe of
required length and 6 kg/cm2 for drainage arrangement/
Weep hole behind RCC retaining wall as per specification
and as shown in the drawing with geosynthetic filter and 25.00 Rmt. 392.00
SS 316 mesh of 30x29 of approved quality and specification
12 Cutting and making of groove on RCC surface at
specified distance as per the drawing by mechanical saw.
Groove/sawed joints shall be made of 6 mm width and 25 to
mm depth as shown in the drawing. The sawing operation
should be carried out as directed by Architect and Engineer-
in-charge. The rate shall be inclusive of labour, grooves, 54.00 Rmt. 80.00
machinery cost and clearing of all debris & loose material from
the site (Sample to be approved)
13 Structural steel work in riveted, bolted or welded in built up
sections including supplying, fabricating, cutting, assembling,
hoisting and fixing in position at all heights of all shapes and
size with all leads and lifts of YST 310 grade as per latest IS
4923, IS 1161, IS 806 for the work of Railing, Handrail,
gate, flag fixing sleeve pole, garbage box, ladder, signage
pole, street furniture, insert plate, treaded bolt, heavy duty
recessed manhole cover and similar works etc. including
cutting and welding the members as per detailed drawing and
design. The rate shall include sand blasting, degreasing (wet
cleaning) & preparation of rust free surface manually or
mechanically, metal putty to make the surface even and 1000 Kg 126.68
smooth, 1 coat of epoxy primer of 50 to 60 micron DFT
(dry film thickness) and 2 top coats of Metal PU Paint of having
DFT 40 to 50 micron of approved shade of MRF or
equivalent paint as per manufacture’s specification over all
the surfaces of the steel sections or as specified in
the drawing. (Only standard measurements will be paid for
as actual cut length used at site). Shop drawings for the
connection details shall be prepared for the approval of the
Rate shall be inclusive of cutting, wastage, welding, bending
(shop at site), and bolting wherever necessary, in position
welding of required length, anchor fastner for fixing,
14 Providing & applying Coal Tar Epoxy of approved make like
Dr. Fixit (Pidilite), Fosroc, clean coats,Sika, two component
epoxy coating in two coats as per the mixing and
application procedure suggested by manufacturer on the
concrete surfaces. Coverage recommended is 3.0 – 4.0 m2
Per ltr for two coat application at the coverage rate of
approx. 250 - 300 micron DFT.
15 Providing and applying Hydrophobic Silane - Siloxane
coating of Dow Corning, Wacker make or approved
equivalent make, to exposed concrete surfaces at all heights &
leads and wherever instructed by Engineer-In-Charge. The
treatment shall be in two coats wet-on-wet or as recommended
by approved manufacturer including preparation of surfaces by
cleaning, curing, protecting, independent double legged
scaffolding etc complete. The rate includes the cost of all
materials, its application by specialized applicators by spray
coating with airless sprayer, cleaning the substrate of all 240.00 Sqmt. 152.00
laitance, construction dust, contaminants, double scaffolding,
labour etc., all complete and at all levels, leads and heights as
per particular specification & directions of EIC. Guarantee Bond
in the prescribed proforma shall be executed by the contractor
for the satisfactory performance of the application for 10 years.
16 Paver Block - M40 Grade 80 mm thick
Providing and laying shot blasted interlocking/non
interlocking paver blocks of high density 80 mm thick M-
40 grade for footpath, parking areas, service lanes, road
junctions 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 100.00 Sqmt. 1,218
only. It should be laid in such a way that the no cutting
of the paver block to be necessary. Cutting of paver block by
machine cut only and laying to be done by skilled flooring
mason. The Finished surface of the Paver Block shall
have Coarse Sand Texture Finish. Paver blocks shall be
compacted and shall be re-laid if necessary.
17 Pre cast concrete kerb
Providing & fixing M30 grade of concrete factory made precast
exposed/ fair finish kerb stones of approved make and as per
sample approved of any sizes, any shape. Kerbs shall be fixed
on the foundation prepared of M15 grade concrete as of
approved design including excavation, curing, formwork (if
required), flush pointing in CM (1:2) for all joints of the
kerbstones etc. complete. The rate shall also include for
erecting and fixing the pieces in position for complete kerb
systems with Chamfered type/ pencil corner kerbs including
necessary accessories of kerb like radius kerbs,corner kerb 6.00 Cmt 13,314.00
and quadrant kerbs, drain out kerb, flat kerb, parking edge
kerb, ramp kerb, etc complete as per drawing. Precast kerb
shall be protect with good quality plastic sheet for protection
against bitumineous/ concrete work. The rate shall include the
cost of base excavation, base PCC M15 grade, joining, curing,
protection etc complete as directed by engineer in charge. Rate
unit of One Cum. For the payment kerb volume shall be
considered. (Sample must be approved).
18 Dismantling of structure. The contractor rate includes all
necessary machinery, labour for dismantling, constructing of
ring bund, shoring, strutting, dewatering, finishing the
broken edges, etc. complete as instructed by engineer In 10.00 Cum. 603.23
charge including disposing of dismantled material with all lead
20 c) Masonry-(Brick/stone) 10.00 Cum. 544.95
21 d) Steel Structures/ works 1000.00 Kgs 3.63
Sub Total of Subject : 6.1 Civil Works_Bill of Quatities
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
RAW_HTML
Volume-01 General Condition.pdf
Volume-02 Technical Specification.pdf
Volume-03 BOQ.pdf
Download all tender documents and submit your bid