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Tender Value
₹72.2 L
EMD Value
₹72,213
Closing Date
17 Sept 2026, 6:00 pmClosed
Building Department, Bhavnagar Municipal Corporation, Sir Mangalsinhji Road, Kalanala, Bhavnagar - 364001
PROPOSED COMPOUND WALL AND R.C.C. APPROACH ROAD AND PAVING BLOCK FIXING AT GORAD MOKSH MANDIR, BHAVNAGAR, DIST. BHAVNAGAR
341926
BUILDING/GORAD CREMA/2025-26
Open
Civil Works - Others
Works
Bhavnagar
8 documents required · 8 mandatory
₹2,400
COMMISSIONER OF BHAVNAGAR MUNICIPAL CORPORATION
₹72,213
3 Sept 2026
3 Sept 2026
3 Sept 2026
17 Sept 2026
3 Sept 2026
Item Item Description Total Amount
118.88 unserviceable materials with all lead and 1108.12 Cum
2 Demolition of Brick work and stone
masonry including stacking of serviceable
72.45 materials and disposal of unserviceable 576.30 Cum
materials with all lead and lift. (ii) In Cement
3 Dismantling barbed wire in fencing including
making rolls and also including dismantling
fencing posts including all earth work
concrete in base and making good the
150.00 disturbed ground stacking useful materials as 69.77 Rmt
directed and disposing as directed and
disposing of the unserviceable materials with
4 Providing and laying in position Ready
Mixed M-250 grade concrete for reinforced
cement concrete work, using cement content
as per approved Design Mix manufactured
in fully automatic batching plant and
transported to site of work in transit mixer
for a lead up to 10 kms having
continuous agitated mixer, manufactured as
per mix design of specified grade for
reinforced cement concrete work including
pumping of R.M.C. from transit mixer to site
of laying, excluding the cost of centering
shuttering finishing and reinforcement
including cost of admixtures in recommended
per IS: 9103 to accelerate/ retard setting of
improve workability without impairing
strength and durability as per direction of
the Engineer-in-charge. Without Fly Ash
(Min cement level as per latest IS 456 shall
be maintained) To carry a safe working
load not less than specified, excluding the
cost of steel reinforcement but including the
208.00 cost of boring with bentonite solution and 845.37 Rmt
the length of the pile to be embedded in
pile cap etc. all complete. (Length of pile
for payment shall be measured up to the
bottom of pile cap): For 300 mm dia. pile for
all inclusive Labour & materials etc.
5 Excavation for foundation up to 3.00 m
depth including sorting out and stacking of
283.10 useful materials and disposing off the 389.58 Cum
excavated stuff up to any lead and any kind
6 Filling available excavated earth (excluding
rock) in trenches. plinth, sides of
foundations etc. in layers not exceeding
20 cm. in depth consolidating each deposited
layer by ramming and watering.
7 Filling in foundation and plinth with murrum
or selected soil in layers of 20cm. thickness
141.55 including watering, ramming and 304.60 Cum
consolidating etc. complete.
8 Providing and laying cement concrete 1:3:6
(1-Cement : 3-coarse sand : 6- hand
broken stone aggregates 40 mm nominal
size) and curing complete excluding cost of
formwork in (A) Foundation and Plinth
9 Providing and laying controlled cement
concrete M.250 and curing complete
excluding the cost of formwork and
reinforcement for reinforced concrete work in
(C) RCC Column Footings
10 Providing and laying controlled cement
concrete M.250 and curing complete
excluding the cost of formwork and
reinforcement for reinforced concrete work in
(C) RCC Column up to plinth level
11 Providing and laying controlled cement
concrete M.250 and curing complete
excluding the cost of formwork and
reinforcement for reinforced concrete work in
(C) Plinth Beam
12 Providing and laying controlled cement
concrete M.200 and curing complete
excluding the cost of formwork and
reinforcement for reinforced concrete work in
13 Providing and laying cement concrete
1:3:6 (1-Cement : 3-Coarse sand : 6-
crushed stone aggregates 20 mm nominal
size) and curing complete including cost of
formwork in (A) Wall Caps / Coping
14 Providing TMT Bar FE 500D reinforcement
for R.C.C. work including bending, binding
10450.82 and placing in position complete up to floor 77.29 kg
15 Brick work using common burnt clay
building bricks having crushing strength
not less than 35 kg./Sq.Cm. in Cement
136.48 Mortar 1:5. (1- Cement : 5 -fine sand) (B) 4599.16 Cum
Conventional for Foundation or Super
16 Providing 20mm thick cement plaster in
single coat on single or half brick walls for
interior plastering up to floor two level and
finished even and smooth in (ii) Cement
mortar 1:4 (1-cement :4-sand)
17 Finishing wall with weather proof exterior
emulsion paint on wall surface (two coats) to
give an required shape even shade after
774.20 thoroughly brushing the surface to remove all 84.82 Sqm
dirt, and remains of loose powdered
materials. Etc complete
18 Painting two coats including priming coat
on new steel and other metal surface with
enamel paint, brushing, interior to give an
even shade including cleaning the surface
an even shade including cleaning the surface
of all dirt, dust and other foreign matter.
19 Providing and fixing 0.70 Metre high fencing
with 0.80 Metre long M.S. Angle posts 50mm
x 50 mm x 6 mm fixed at 3.40 Mt, C/c. with
three Horizontal lines of galvanised steel
barbed wire weighting 9.38 Kg. per
Metre, strained and fixed to posts with G.I,
staples including fixing the posts in RCC
Columns and etc complete.
20 Fabrication for railings, gates etc using MS
1221.60 square pipes of 12 gauge of Asian, TATA or 121.20 Kg
equivalent make
R.C.C. Road & Paving Block
21 Scarifying gravelled macadam or bitumen
macadam surface 6 cm to 10 cm. depth
1390.00 including stacking useful materials on road 42.60 m2
side and disposing off remaining stuff.
22 Dismantling Existing Paver Block floors laid in
sands including stacking of serviceable
930.00 materials and disposal of unserviceable 50.28 m2
materials with all lead and lift.
23 Box cutting the road surface to proper slope
and camber for making a base for road
work including removing the excavated
stuff and depositing on the road side
slope as directed up to any lead.
24 Filling in foundation and plinth with murrum
or selected soil in layers of 20cm. thickness
279.00 including watering, ramming and 304.60 m3
consolidating etc. complete.
25 Providing and laying cement concrete
1:3:6 (1-cement : 3 Coarse sand :
Graded stone aggregate 40mm nominal size)
232.00 and curing complete excluding cost of 3106.67 m3
form work in. (A) foundation and Plinth
26 Providing and fixing pre-cast Rubber Dye
/ steel Dye inter locking concrete block
80mm thick with grade of concrete M400
pneumatic compressed / vibrated
mechanically and as per approved design
930.00 Confirming to IS 15658 : 2006 including 35 666.60 m2
mm Sand layer for levelling and filling the
joint with sand in proper line and level as per
guidelines of IRC : SP 63-2018 etc. Complete.
27 Providing and laying WBM sub-base
required as providing course graded
material grading-I in one layer using
BTMC metal 45 mm to 63 mm including using
22% Stone screening
13.2 mm size and 7% stone dust as filler
208.50 Gradation including conveying the materials 1045.56 m3
at the site of work, mixing and spreading
in to grade and camber, watering and
consolidation at OMC with vibratory roller
incl. the cost of materials labours etc. and all
28 Providing and laying 250 mm avg. thick wet
mix macadum (W.M.M.) using machine
crushed black trap aggregate as per
MORT&H, the material with water OMC in
mechanically mix (pug mill) carriage of mix
material by contractors own tipper to site of
278.00 work including laying, spreading and 959.50 m3
compacting in sub base, base course on
well prepared under base of compacting
as per MORT&H Specification to achieve
the desired density (Mechanically laid)
29 Providing M-250 controlled cement concrete
road using trimix providing and fixing &
removing of "C" channel having required
size as per required level slope and
thickness of concrete and levelling and
finishing the concrete using surface vibrator,
power floater and trowel light brooming
208.50 on as directed. including making expansion 6414.51 m3
joint of size 20 X 110 mm & filling the
expansion joint using Coplar 200 as per
manufactures specification by cutting of joint
using concrete cutter machine etc. complete
30 Providing TMT Bar FE 415 reinforcement
for R.C.C. work including bending, binding
8708.37 and placing in position complete up to floor 68.33 Kg
31 5.00 ટ્રે કટર - ટ્રોલી ભાડે આપવાન¸ું કામ 1595.80 Day
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details.html
RAW_HTML
02. NIT.pdf
01. SBD.pdf
04. INTRODUCTION OF FORM.pdf
05. CIVIL SPECIFICATIONS.pdf
06. ELECTRIC SPECIFICATION.pdf
07. CHECKLIST FOR TWO BID TENDER (CRITERIA).pdf
08. Material Testing Schedule.pdf
09. APPROVED VENDOR LIST.pdf
10. OTHER TENDER CONDITIONS.pdf
11. PARIPATRA.pdf
12. BUILDING_SPECIFICATIONS.pdf
13. ROAD WORK SPECIFICATIONS.pdf
BOQ FINAL.pdf
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