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Tender ID
Tender Value
₹3.2 Cr
EMD Value
₹3.2 L
Closing Date
29 Apr 2026, 5:00 pmClosed
Chief Officer NA,GIDC, Ankleshwar
Providing and Construction of RCC SWD with precast BOX drain near railway line old NH 48 road at NA GIDC
292388
10 OF 2025-26 TENDER SR. NO. 02
Open
Civil Works - Water Works
Works
Bharuch
12 documents required · 12 mandatory
₹4,248
Chief Officer, Notified Area, Ankleshwar
₹3.2 L
1 Apr 2026
1 Apr 2026
1 Apr 2026
29 Apr 2026
1 Apr 2026
Name of Work : Providing and Construction of RCC SWD with precast BOX drain near railway line & old NH-48 road at N.A, GIDC,
Sr. No ITEM QTY. Rate UNIT AMOUNT
Excavation for foundateion up to 1.5 m depth including sorting out and
stacking of useful material and disposing the excavated stuff of as
directed with all required lead and lift within the estate(A)(In all Loos
Excavation for foundateion for depth from 1.5 m to 3.0 m depth including
sorting out and stacking of useful material and disposing the excavated
stuff of as directed with all required lead and lift within the estate(A)(In
all Loos and soft Soil)
Providing and laying rubble for appron (Each stone weighting not
3 lessthan 40Kg)including and packing and filling in the interestices with 913.00 1041.05 cu.m
Providing and laying cement concrete M.150 for curing complete
4 excluding cost of formwork and reinforcement for reinforced concrete 408.00 3671.79 cu.m
work in (A) Foundation,footing,base of colouns and mass concrete.
Providing formwork of ordinary timber planking so as to given a rough
finish including centering shuttering strutting and propping etc.height of
propping and centering below supporting floor to celling not exceeding
M and removal of the same for in situ reinforced concrete and plain
concrete work in (A)Foundations footing Base of columns etc.and Mass
Providing and layingcontrolled cement concrete M.250 and curing
6 complete excluding the cost of formwork and reinforced concrete work 202.00 4070.58 cu.m
in.(A) foundations,footings, Base of coloum and mass concrete.
Providing formwork of ordinary timber planking so as to give a rough
finish including centering shuttering strutting and propping etc.height of
propping and centering below supporting floor to celling not exceeding
7 M and removal of the same for in situ reinforced concrete and plain 302.00 232.25 Sq.Mt
concrete work in (C) Vertical surface such as walls (any Thickness)
partitions and the like including attached buttresses & string course & the
Providing and layingcontrolled cement concrete M.250 and curing
8 complete excluding the cost of formwork and reinforced concrete work 90.00 4355.25 cu.m
in.(B) wall, from top of foundation level upto floor two level
providing TMT Bar FE 500D reinforcement for RCC work including
bending,binding and placing in postin
Filling available excavated earth (excluding rock) in trenches plinth,
10 sides of foundations etc. in layers not exceeding 20 cm in depth 8712.00 130.39 cu.m
consolidating each disposited laper by ramming and watering
Providing and Laying of factory made Precast Box Drain units of
2000mm length, confirming to Japanese Industrial Standards (JIS) &
meeting IS requirements, made by using advanced Japanese Technology
having High Performance Self Compacting Concrete of M40 Grade
cylinder strength/ M50 Grade cube strength and using Fe 500/Fe 500D
reinforcement bar designed for 5 T wheel Load with 0.2 m to 3 m earth
cushion above it. Product also includes, male & female jointing system,
11 groove for fixing rubber gasket, flange coupling jointing arrangements 180.00 38460.00 Rmt
and special in-built hanging brackets at appropriate locations for faster &
safe installation of the product. In no case the casting shall be allowed to
be prepared at site. It should be casted in the stringent atmospheric & pre-
defined condition, as per approved QAP as by Engineer In charge Precast
Sr. No ITEM QTY. Rate UNIT AMOUNT
Providing & laying factory made Precast U shape surface storm water
drain (SWD) 2000 mm long, T-25 load carrying capacity-5T Wheel
Load confirming to IS requirements having Grade concrete concrete M50
Cube Strength & Fe 500D shall be use for reinforcement. The product
shall have tie shape joint 10-20 mm width X 25 mm depth groove on both
sides of each Storm water drain for jointing two precast drains using
cement mortar. The precast Storm water drain must consist of special in
built Hole at appropriate location for fixing mechanical installation,
including supply, transportation, installation on specific location at site in
line, level, gradient and plumb with necessary testing commissioning etc
complete as per instruction of engineer in charge. Precast SWD size.
Providing & laying factory made Precast U shape surface storm water
drain with Hole Cover hanging length of 500 mm, width suitable for
placing on U-Shape Drain (USD) sizes 450 X 450/ 600 X 600/ 900 X
900 mm, 1200 X 1200 thickness of 130/145/150 mm respectively. Lid
should have T-25 load carrying capacity - 5 T Wheel Load, confirming to
IS requirements having Grade of Concrete of M-50 cube strength, The
Fe500D shall be used for reinforcement. Cover should have anti-skid
finish at top. The each lid unit should have slits of 155 mm X 20 mm slit
13 on two sides on along the width of the lid for storm water intake Cover 1000.00 5250.00 Rmt
should have anti-skid finish at top For USD 900, each Cover may have in-
built, specially designed lifting inserts of appropriate load carrying
capacity and fixed at specific location to avoid the tilting of the lid for
safe & fast installation.all Texes and Transportation for cover Precast
( * Rate are exclusive of GST.)
I / we agree to carry out the above work at __________% above the estimated rate put to tender
I / we agree to carry out the above work at __________% below the estimated rate put to tender.
Estimated amount Estimated amount
put to tender Rs. 32288310.86 put to tender Rs.
Net amount Rs.___________________ Net amount Rs.______________________
Signature of Contractor with Seal Chief Officer
NAA GIDC Ankleswhar
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Sr. No. 02 TN-10 2025-26 SWD at SA mator sarvgrahi.pdf
BOQ .02.pdf
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