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| # | Company | Amount |
|---|---|---|
| 1 | ₹7.4 Cr | ₹7.4 Cr |
Tender Value
₹2.5 Cr
EMD Value
₹2.5 L
Closing Date
7 May 2026, 11:00 amClosed
Excavation Work, Filling, Piling, Plain cement concrete, Reinforced Cement Concrete, Structural steel Works and finishing works etc.
NSL/CEO/SPMP/Hoogly/NIT/2026/880
NSL/CEO/SPMP/Hoogly/NIT/2026/880
Open Tender-Domestic
Miscellaneous
Kolkata, West Bengal
₹11,800
₹2.5 L
16 Jul 2026
29 Apr 2026
7 May 2026
7 May 2026
consolidating and dressing complete.
C Piling . -
Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of -
grade M-35 of specified diameter and length below the pile cap, to carry a safe working
load not less than specified,excluding the cost of steel reinforcement but including the
cost of boring with bentonite solution and temporary casing of appropriate length for
setting out and removal of same and the length of the pile to be embedded in the pile cap
3 etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel
technique by tripod and mechanical Winch Machine all complete, including removal of
excavated earth with all its lifts and leads (length of pile for payment shall be measured
up to bottom of pile cap).
Note: Truck Mounted rotary/TMR/Tubewell boring machine shall not be used .
D Plain cement concrete -
Providing and laying in position cement concrete of specified grade excluding the cost of
centering and shuttering - All work up to plinth level : -
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone
aggregate 40 mm nominal size derived from natural sources).
E Reinforced Cement Concrete -
Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings,pedstal, columns,wall (any type),slab(circular) etc.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in
position and binding all complete above plinth level. -
6.1 Thermo-Mechanically Treated bars of grade Fe-500D or more. MT 17.00 1,05,084.00 17,86,428.00 5.22A.6
Providing and laying in position ready mixed or site batched design mix cement concrete
for reinforced cement concrete work; using coarse aggregate and fine aggregate derived
from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement,
admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of
concrete, to improve durability and workability without impairing strength; including
7 pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost
of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-
charge; for the following grades of concrete.
7.1 Concrete of M35 grade with minimum cement content of 370 kg /cum CUM 120.00 9,887.63 11,86,515.12 5.33.2.3
F Structural steel -
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc.,
including cutting, hoisting, fixing in position and applying a priming coat of approved steel
primer, including welding and bolt with special shaped washers etc. complete.
8.1 Hot finished welded type tubes. MT 27.50 1,88,762.00 51,90,955.00 10.16.1
Providing, fabricating and fixing minimum 3 mm thick Mild Steel (MS) cladding sheets
along with Fabrication and fixing of MS secondary frame/supporting structure as per
approved drawings and architectural design requirements.
Work comprises cutting, bending, rolling, curving, shaping, welding, drilling, notching,
grinding and finishing to achieve smooth, continuous and uniform surface free from
9 undulations and visible weld marks.
Surface preparation and application of approved marine-grade protective coating system
including primer and finish coats, with white colour finish on surface.
Complete including handling, lifting, staging, scaffolding, alignment and erection at all
9.1 Composite Cladding and Secondary Steel Work MT 4.50 1,67,356.00 7,53,102.00 10.25.2
G Plaster work -
10 6 mm cement plaster of mix : - 13.16
H Marine coating exterior paint -
Providing and applying marine grade anti-corrosive coating system on steel/rcc surfaces
including surface preparation by power tool cleaning/sand blasting to SA 2.5 grade,
11 applying epoxy zinc rich primer, epoxy intermediate coat and polyurethane finish coat in SQM 77.00 632.45 48,698.65
required thickness, complete as per approved specifications and direction of Engineer-in-
Painting with synthetic enamel paint of approved brand and manufacture to give an even
Digitally signed by AMIT
12.1 Two or more coats on new work. SQM 275.00 151.79 41,741.70 13.61.1
TOTAL AMOUNT INCLUDING GST (A)
TOTAL AMOUNT INCLUDING GST (A)
PART-2 FOR DHUNUCHI (4 NO'S)
S.I Description Unit Rate including GST Amount DSR Item Ref. No
A Excavation Work
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means
over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including
getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed
by Engineer-in-Charge.
1.1 All kinds of soil for all depths and widths CUM 96.00 172.22 16,533.22 2.6.1
Pumping out water caused by springs, tidal or river seepage, broken water
mains or drains and the like
B Filling - -
Supplying and filling in plinth with sand under floors, including watering, ramming,
consolidating and dressing complete.
C Piling - -
Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of -
grade M-35 of specified diameter and length below the pile cap, to carry a safe working
load not less than specified,excluding the cost of steel reinforcement but including the
cost of boring with bentonite solution and temporary casing of appropriate length for
setting out and removal of same and the length of the pile to be embedded in the pile cap
etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel
technique by tripod and mechanical Winch Machine all complete, including removal of
excavated earth with all its lifts and leads (length of pile for payment shall be measured
up to bottom of pile cap).
Note: Truck Mounted rotary/TMR/Tubewell boring machine shall not
D Plain cement concrete - -
Providing and laying in position cement concrete of specified grade excluding the cost of
centering and shuttering - All work up to plinth level : -
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone
aggregate 40 mm nominal size derived from natural sources).
E Reinforced Cement Concrete - -
Centering and shuttering including strutting, propping etc. and removal of form for :
5.1 Foundations, footings,pedstal, columns,wall (any type),slab(circular) etc. SQM 198.00 729.75 1,44,490.50 MR
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in
position and binding all complete above plinth level. -
6.1 Thermo-Mechanically Treated bars of grade Fe-500D or more. MT 18.00 1,05,084.00 18,91,512.00 5.22A.6
Providing and laying in position ready mixed or site batched design mix cement concrete
for reinforced cement concrete work; using coarse aggregate and fine aggregate derived
from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement,
admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of
7 concrete, to improve durability and workability without impairing strength; including -
pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost
of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-
charge; for the following grades of concrete.
7.1 Concrete of M35 grade with minimum cement content of 330 kg /cum CUM 66.00 9,887.63 6,52,583.32 5.33.2.3
F Structural steel - -
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc.,
including cutting, hoisting, fixing in position and applying a priming coat of approved steel
primer, including welding and bolt with special shaped washers etc. complete.
8.1 Hot finished welded type tubes. MT 30.80 1,88,762.00 58,13,869.60 10.16.1
G Plaster work - -
9 6 mm cement plaster of mix : - - 13.16
H Marine coating exterior paint - -
Providing and applying marine grade anti-corrosive coating system on steel/rcc surfaces
including surface preparation by power tool cleaning/sand blasting to SA 2.5 grade,
10 applying epoxy zinc rich primer, epoxy intermediate coat and polyurethane finish coat in SQM 96.80 632.45 61,221.16 Market Rate
required thickness, complete as per approved specifications and direction of Engineer-in-
Painting with synthetic enamel paint of approved brand and manufacture to give an even
11.1 Two or more coats on new work. SQM 660.00 151.79 1,00,180.08 13.61.1
TOTAL AMOUNT INCLUDING GST( 2 DHUNUCHI) 1,01,04,861.09
TOTAL AMOUNT INCLUDING GST( 2 DHUNUCHI) 1,01,04,861.09
BOQ FOR CIVIL & STRUCTURAL WORK OF HOOGLEY RIVER FRONT ILLUMINATION (FOR GHAT FLOOR)
PART-3 FOR FLOORING
S.I Description Unit Boq Qty. Rate including GST Amount DSR Item Ref. No
A Excavation Work
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means
over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including
getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed
by Engineer-in-Charge.
Digitally signed by AMIT
1.1 All kinds of soil for all depths and widths CUM 412.50 172.22 71,041.16 2.6.1
B Demolishing cement concrete -
Demolishing cement concrete manually/ by mechanical means including disposal of
2 material within 50 metres lead as per direction of Engineer - in - charge. -
2.1 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) CUM 165.00 1,463.39 2,41,459.68 15.2.2
C Stone soiling -
Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed
stones having no side less than 15 cm, with minimum depth of 20 cm including preparing
the bedding surface etc. all complete. (Payment for Stone to be made separately).
D Plain cement concrete -
Providing and laying in position cement concrete of specified grade excluding the cost of
centering and shuttering - All work up to plinth level : -
1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone
aggregate 40 mm nominal size derived from natural sources).
E Red sand stone -
40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement
mortar 1:5 ( 1cement : 5 coarse sand) with joints finished flush. -
TOTAL AMOUNT INCLUDING GST (C ) 43,34,593.86
TOTAL AMOUNT INCLUDING GST (C ) 43,34,593.86
GRAND TOTAL(A+B+C+D) Inc. GST 2,45,45,571.51
GRAND TOTAL(A+B+C+D) Inc. GST 2,45,45,571.51
Digitally signed by AMIT
aoc.pdf
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NIT Hoogly SPMP.pdf
Tender Document
BOQ SPMP.pdf
Tender Document
SCC Hoogly.pdf
Tender Document
GCC 2026.pdf
Tender Document
Instruction to Bidder for online Bid Submission.pdf
Tender Document
Forms.pdf
Tender Document
Dhanuchi Durga Shakti Idol Structural Design.pdf
Tender Document
Architectural Design.pdf
Tender Document
Technical circular upto 33 amendment.pdf
Tender Document
list of make Hoogly.pdf
Tender Document
Soil Report.pdf
Tender Document
corrigendum-5042-Corrigendum-I.pdf
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