Public Works Department Tender
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The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Strengthening Of Tarun Sengupta Sarani, From 0.00 Km To 2.00 Km And 5.00 Km To 7.60 Km in North 24 Parganas, West Bengal, with an estimated contract value of Rs. 13,02,69,144. The bid opening date for this tender is 03-04-2025 and the last date for bid submission is 07-06-2025. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date3 Apr 2025
Closing Date7 Jun 2025
Tender Amount₹ 13,02,69,144
Costs
EMD
₹ 10,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Strengthening Of Tarun Sengupta Sarani, From 0.00 Km To 2.00 Km And 5.00 Km To 7.60 Km
Description
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Contact
Tender Id
2025_WBPWD_833101_1Tender No
WBPWD/SE/EC/NIT-01 of 25-26Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://wbpwd.gov.in/
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Documents
BOQ Items
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Supplying & laying in the specified pattern of Interlocking Concrete Block - Pavements (ICBP) with concrete blocks(with concrete grade as specified as per Table 1 of IS 15658:2006) manufactured from BIS license manufacturer, with spacer I nib(Small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving blocks, as per Cl No-3.26 of IS 15658) and of specified size and shape of aspect ratio (the ratio of length to thickness of a paver block, as per Cl No 3.3 of IS: 15658) as per Table no 2 of IS:15658 with flexural strength/breaking load as per Annexure G of IS: 15658, on the prepared base course of specified CBR as per Table 1 of IRC SP 63(2018) or else as mentioned in design and drawing with cushion of compacted bedding sand of 25-35 mm thick(gradding of bedding sand as per clause 6.5.1 of IRC SP 63) and filling up the gaps in between paver blocks with joint filling sand (the gradding of the joint filling sand will be as per clause 6.5.2 of IRC SP 63) and completing the edges with cut blocks as per Cl No 8.7 of IRC SP-63(2018) with proper confinement of bedding and joint filling sand, compaction, levelling, and filling up of the edge gap.
60 mm
10200
1031
10516200
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Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD.
1790
280
501200
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Metal Beam Crash Barrier
A Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "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 galvanized by hot dip process, all fittings to conform to IS:1367 andIS: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 811.3 of Specifications for Road & Bridge Works of MoRT&H
(5th Revision)..
50
2286
114300
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iv) 80 mm x 60 mm rectangular
10
5024
50247
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Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to
IS: 8887-1978 and requisite quantity on prepared
surface of granular base including cleaning of road
surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(i) For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm)
26108
28
740684
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Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D) (iii) 20 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size
Cover: 600 mm X 75 mm
Frame: 750 mm X 150 mm
opening: 525mm
Weight: 170 kg (approx)
800
3250
2600000
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Plain / Reinforced Cement Concrete in Open
foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine
aggregate (sand) conforming to proper grading
zone, both of approved quality and cement, as ecessary, cost of curing with water, including cost
and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. D RCC Grade M25. Using Concrete Mixer
1040
6075
6318530
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Road Marking with Hot Applied Thermoplastic
Compound with Reflectorising Glass Beads on
Bituminous Surface
Providing and laying of hot applied thermoplastic
compound 2.5 mm thick including reflectorising glass
beads @ 250 gms per sqm area, thickness of 2.5 mm
is exclusive of surface applied glass beads as per
IRC:35. The finished surface to be level, uniform and
free from streaks and holes complete as per Clause
803 of Specifications for Road & Bridge Works of
MoRT&H (5th Revision).
1150
584
671600
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iii) 60 cm circular
10
3566
35667
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Providing and fixing of retro- reflectorised cautionary,
mandatory and informatory sign as per IRC :67 made
of high intensity grade sheeting vide clause 801.3,
fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
i) 90 cm equilateral triangle
10
4062
40627
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Dense Bituminous Macadam (For Grading 2)
Providing and laying dense bituminous macadam
with Hot Mix Plant producing an average output of 75 tonnes per hour using coarse aggregate, fine aggregate, filler and bituminous binder as per design
Job Mix Formula conforming Marshall Method as per
specification, including screening, cleaning of chips
and preparing a uniform and quality mix in Hot Mix
Plant and ensuring a homogeneous mix, in which all
particles of the mineral aggregates are coated uniformly, transporting the hot mix to work site, laying
the mixed materials at specified laying temperature
with a hydrostatic paver finisher with sensor control to
the required grade, level and alignment over prepared surface coated with tack coat, rolling with smooth wheeled, vibratory and tandem rollers for break down, inter-mediate and finished rolling to achieve the desired density of at least 98% of that of Laboratory Marshall specimen, hand packing and pinning to give an even surface including cost and carriage of bitumen, coarse and fine aggregates and filler materials and hire charges of machinery and equipment for construction and quality control, fuels and lubricants and wages of operational staff complete as per Clause 505 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (VG-40). B. For Grading 2 (26.5 mm nominal size, 50-75 mm thick.). (i) Using Batch Type HMP of minimum capacity 100-120 TPH.
1310.45
7537
9876914
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ii) 60 cm equilateral triangle
10
2627
26277
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Supplying fitting and fixing R.C. guard post 1.37m
long with C.C. 1:2:4 with graded stone chips of 13.2 mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mending good damages if any during striking off shuttering, making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site
complete in all respect. With Pakur variety stone chips
200
689
137904
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Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge
383.55
166
63669
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Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm
to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. Add cost at site of the materials to arrive at the complete rate. The compaction factor for dry, clean sand may be taken as 0.835. Fine sand
1817
1378
2504971
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First class Brick work in cement sand mortar in
steining of well, pier, abutment, wing wall, parapets
cross drain. H.P. culverts, guard wall etc. including
curing, scaffolding, raking out joints etc. complete
including cost and carriage of all materials.
(a) In 1:4 proportion.
4000
5542
22171840
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Bailing or pumping out water from foundation
trenches.
22500
2088
469800
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ROAD FURNITURE & TRAFFIC SIGN Kilometre Stone
Reinforced cement concrete M15 grade kilometre
stone of standard design as per IRC:8-1980, fixing in
position including painting and printing etc.
5
1545
7726
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Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
25800
32
844950
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Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
5600
361
2021600
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Direction and Place Identification Signs upto 0.9 sqm Size Board.
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67
made of high intensity grade sheeting vide clause
801.3, fixed over aluminium sheeting, 2 mm thick with
area not exceeding 0.9 sqm supported on a mild
steel single angle iron post 75 x 75 x 6 mm firmly fixed
to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45
x 60 cm, 60 cm below ground level as per approved
drawing and Clause 801 of Specifications for Road &
Bridge Works of MoRT&H (5th Revision)..
5
9028
45143
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Hectometer stone
Reinforced cement concrete M15 grade kilometre
stone of standard design as per IRC:8-1980, fixing in
position including painting and printing etc.
20
434
8681
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DRAIN WORK
Earthwork in excavation for foundation of structures
upto 3 m depth as per drawing and technical
specification Clause 1104 for Rural Roads of MORD
including setting out, construction of shoring and
bracing, removal of stumps and other deleterious
matter, dressing of sides and bottom and backfilling
with approved material.
3444
104
358176
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Supplying, fitting and placing un-coated HYSD bar
reinforcement in Bridge Foundation including initial
straightening, straightening of coils bars, removal of
loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.
i) SAIL/TATA/RINL
97.97
55505
5437831
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD. (II) By Mechanical Means
b) Reinforced Cement Concrete
480
773
371040
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v) 60 cm x 45 cm rectangular
10
3470
34707
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ADD : WEST BENGAL LABOUR WELFARE CESS = 1%
1
1289794
1289794
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Direction and Place Identification Signs with size
more than 0.9 sqm size Board.
Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67
made of high intensity grade sheeting vide clause
801.3, fixed over aluminium sheeting, 2 mm thick with
area exceeding 0.9 sqm supported on a mild steel
angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly
fixed to the ground by means of properly designed
foundation with M 15 grade cement concrete 45 cm
x 45 cm x 60 cm, 60 cm below ground level as per
approved drawing and Clause 801 of Specifications
for Road & Bridge Works of MoRT&H (5th Revision)..
5
9307
46537
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Cleaning rubbish, sludge, weeds scum, liquid earth, mud etc.etc.from road side masonary drain/ hume pipe drain/ culvert etc. by mathor labour after removing concrete.Slab/manhole cover etc.without damaging the same and refixing the same properly after cleaning as necessary and removing the sludge etc.etc.by using iron pans,buckets including all labour, tools &
plants including removing the spoils in dry condition and disposing the same by truck beyond the road side in conformity with municipal/corporation rules for such disposal including loading into truck and cleaning the road side in all respects as per direction of the Engineerin- Charge.
(Payment will be made on the basis of actual stack measurment of spoils in dry condition at roadside)
5200
289
1502800
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Supplying & fixing of Raised Pavement Markers /
Road Studs / Cats Eye made of polycarbonate moulded body and reflective panels with micro prismatic lens capable of providing total internal
reflection of the light entering the lens face which
shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to clause no 804 of MoRT&H's specification for Road &Bridge Works (Fifth Rev.). Marker height shall not be less than 10 mm and shall not exceed 20 mm, width shall not exceed 130mm and with minimum reflective area of 13 sq.cm. on each side and slope to the base shall be 35 ± 5 degree. Fixing will be without nails but by using epoxy resin based adhesive as per manufacturer's recommendation including site clearance etc. and complete as directed by the Engineer in Charge .The contractor will have to provide a test certificate from a
reputable national/international laboratory conforming the above specifications.
3200
255
816000
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ROAD WORK
Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed.
(c) By mechanical means (without milling machine) :
(i) From 25 mm to 50 mm thick.
25570
3
97166
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Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).
(ii) With 1:4 cement mortar
(a) 20 mm thick plaster
25800
189
4878522
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Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(ii) On Granular surfaces treated with primer (Using Bitumen emulsion at the rate of 0.25 to 0.30 kg per sqm.)
26209
8
229329
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Wet Mix Macadam Base Course
Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
5325.99
2452
13062843
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