North Bengal Development Department Tender
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The NBDD has issued a formal invitation for competitive bids for the North Bengal Development Department project, for Construction Of Bituminous Black Top Road From Gowalkuri To Jhara More Via St Para At Deor Gp Under Kumarganj Block Within Dist Of Dakshin Dinajpur in Jalpaiguri, West Bengal, with an estimated contract value of Rs. 1,47,67,642. The bid opening date for this tender is 02-01-2025 and the last date for bid submission is 24-01-2025. Interested bidders for North Bengal Development Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
North Bengal Development Department - NBDD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date2 Jan 2025
Closing DateCancelled
Tender Amount₹ 1,47,67,642
Costs
EMD
₹ 2,95,353Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_NBDD_793871_5Bid Award Id
ViewTender No
NBDD/BS/SE/ NIe-T-68/2024-25 (Sl. No. 01 to 09)Tender Authority
North Bengal Development Department ViewPurchaser Address
-Website
http://https://wbtenders.gov.in/
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Documents
BOQ Items
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Water Bound Macadam Base Course Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in
uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including
lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision) (iii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm)
840.54
3944
3315266
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Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of
minor structure including culvert, box culvert, cross- drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.
66
255
16833
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Excavation for Structures
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.
40.5
123
5020
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ii) 60 cm equilateral triangle
1
3160
3161
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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).
586
696
407863
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Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
10.8
909
9828
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Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarseaggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. (a) M-15 Grade
Using concrete mixer
33
6290
207587
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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).
iv) 80 mm x 60 mm rectangular
1
6017
6017
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Tack Coat
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 Specificationsfor Road & Bridge Works of MoRT&H (5th Revision).
(i) On Bituminous Surface
(Using Bitumen Emulsion at the rate of 0.20 to
0.30 kg per sqm.)
11207.25
11
132366
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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including
fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD. (F) 600 mm dia
30
3626
108783
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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including
fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD. (B) 1000 mm dia
15
7538
113073
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Prime Coat
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)
11207.25
36
411256
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Dressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30.
5860
14
85204
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iii) 60 cm circular
1
4279
4280
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Bituminous Macadam using Mobile Hot Mix Plant
(Light Duty) Providing and laying bituminous macadam with
Mobile Hot Mix Plant (Light Duty) using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature by means of approved and suitable arrangements to the required
grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges machinery and equipment, cost of fuel and lubricants and wagesof operational staff, quality control complete as per Specifications for Road & Bridge Works of MoRT&H (5th Revision). B. For Grading 2
(19 mm nominal size, 50-75 mm thick.)
560.36
7381
4136529
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Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags.
14140.5
17
249588
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Maintenance of Non-bituminous Base and Sub-Base or WBM Road Patching of potholes by draining water, cutting the
pothole area to rectangular shape with vertical edges, removing all loose materials, screening and stacking the same for reuse with new materials as per requirement, filling the pothole area with additional volume of crushed stone materials / laterite / Jhama / broken shingles / coated stones of Pakur variety etc. and screenings as applicable,and compacting the same with static roller as per Water Bound Macadam Specification, including cost of all materials and machineries.
101.36
3336
338211
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Tack Coat
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.)
11207.25
12
143853
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vi) 60 cm x 60 cm square
1
4959
4959
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iv) 60 cm x 45 cm rectangular
1
4165
4165
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B. By Mix in Place Method :
Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(ii) Grading – II
56.25
2322
130615
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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 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 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.
1100
303
334300
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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. (ii)Ordinary kilometer stone (precast).
4
1863
7456
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Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned blacktop surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading
the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and
aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of
Specifications for Road & Bridge Works of MoRT&H
(5th Revision).
I By Mechanical Means
11207.25
53
597850
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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)..
2.16
10789
23305
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Open Graded Premix Surfacing with Cationic Bitumen Emulsion using 13.2 mm (@ 0.018 m3/m2) and 11.2 mm(@ 0.009 m3/m2) size stone aggregates, premixed with Cationic Bituminous Emulsion (M.S. grade) conforming to IS : 8887-1970 @ 21.5 kg per 10 m² of surface, including cleaning, moistening the surface, applying tack coat with cationic bitumen emulsion, screening, cleaning and washing the stone chips, intimately mixing with emulsion using Concrete Mixer,laying the mixture uniformly over the surface and rolling with power roller after hand packing and pinning adequately to ensure a compact surface all complete as per specification and direction of the Engineer-in-charge including cost and carriage of stone materials and emulsion, including cost of labour, hire and running charges of road roller and other tools and plants and cost of all other incidental charges including hire charges and cost of fuel and lubricants of machineries and equipment for construction and quality control as per Technical Specification Clause 508.2 for Rural Roads of MORD.
11207.25
151
1696447
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