North Bengal Development Department Tender
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North Bengal Development Department - NBDD Tender
Civil And Construction
Eprocure
Opening Date2 May 2025
Closing Date23 May 2025
Tender Amount₹ 2,11,94,669
Technical
Technical
Financial
Additional Eligibility
Technical Capacity
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The required prior work experience for the bidder includes credentials of similar nature of completed work with specific values and percentages. For the 1st Call of NIeT, the bidder should have credentials of a similar nature of completed work of the minimum value of 40% of the estimated amount during 5 years prior to the date of issue of the tender notice. Alternatively, the bidder can have credentials of 2 similar nature of completed work, each of the minimum value of 30% of the estimated amount during 5 years prior to the date of issue of the tender notice. Another option is credentials of one single running work of similar nature of running work which has been completed to the extent of 80% or more and value of which is not less than the desired value. For the 2nd Call of NIeT, the bidder should have credentials of a similar nature of completed work of the minimum value of 30% of the estimated amount during 5 years prior to the date of issue of the tender notice. Alternatively, the bidder can have credentials of 2 similar nature of completed work, each of the minimum value of 25% of the estimated amount during 5 years prior to the date of issue of the tender notice. Another option is credentials of one single running work of similar nature of running work which has been completed to the extent of 75% or more and value of which is not less than the desired value. For the 3rd Call of NIeT, the bidder should have credentials of a similar nature of completed work of the minimum value of 20% of the estimated amount during 5 years prior to the date of issue of the tender notice. Alternatively, the bidder can have credentials of one single running work of similar nature of running work which has been completed to the extent of 70% or more and value of which is not less than the desired value. The values and percentages mentioned include 40% of the estimated amount, 30% of the estimated amount, 25% of the estimated amount, 20% of the estimated amount, 80% completion of a single running work, 75% completion of a single running work, and 70% completion of a single running work.
Costs
EMD
₹ 4,23,893Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Cc Road With 4 Nos Hupe Pipe Culvert From Bamungram Sardar Para Monims House To Paharpurs Aabrahims Land Via Jalalpur Santi More (chhatra) At Bamungram-mosimpur Gp And Jalalpur Gp Under Kaliachak-i Block In The District Of Malda
Description
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Contact
Tender Id
2025_NBDD_841192_10Tender No
NBDD/BS/SE/ NIe-T-29/2025-26 (Sl. No. 01 to 13)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)
B. Manual Means
624.94
2710
1694050
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Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
9221.3
28
263729
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Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates 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 M 30 Grade
I) Using concrete mixer Pakur Variety
1666.5
6271
10450961
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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.
(b) Where staging is not required.
1306.18
255
333141
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Construction of Shoulders
B. Hard Shoulders
Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MORT&H (5th Revision).
(i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening
333.3
2431
810332
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Turfing with Sods
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Clause 307 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
8800
20
180400
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CROSS DRAINAGE 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.
Excavation for Structures
148.7
123
18431
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Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m.
49.57
109
5435
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Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
79.78
28
2282
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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.
(b) Where staging is not required.
325.5
255
83019
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Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes.
a) Pakur variety
In Ground Floor
129.85
5537
718980
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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.
(D) 1000 mm dia
20
6570
131417
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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.
78.77
638
50273
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Protection Work :
Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed.
(ii) 125 mm diameter
2216
172
382947
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Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed.
(i) 100 mm diameter
425.6
114
48693
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Labour for driving Sal-bullah / Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles.
(ii) 125 mm diameter
1484.72
109
162800
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Labour for driving Sal-bullah / Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles.
(i) 100 mm diameter
119.6
98
11831
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Coal tarring on wooden surfaces including cost of materials
(b) Single coat.
1003.42
26
26310
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Road Furniture
R.C. Guard post
Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm 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 ofthe 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 syntheticff 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
100
831
83188
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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)
1
1863
1864
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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. (iii) Hectometer stone (precast)
8
519
4157
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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)..
3.24
11150
36128
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Retro-Reflectorised Traffic Signs 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). ii) 60 cm equilateral triangle
6
3160
18964
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v) 60 cm x 45 cm rectangular
3
4165
12496
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iii) 60 cm circular
6
4279
25679
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