Asansol Durgapur Development Authority Tender
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Asansol Durgapur Development Authority - ADDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date24 Feb 2025
Closing Date20 Mar 2025
Tender Amount₹ 4,76,01,887
Technical
Technical
Financial
Bid Capacity
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The bid capacity required in the given tender can be expressed in terms of the following formulas and values: - Minimum value of similar work completed: 0.4 * Estimated Cost = 0.4 * 4,76,01,887.00 = 1,90,40,754.80
- Minimum value of two similar works completed: 0.3 * Estimated Cost (for each work) = 0.3 * 4,76,01,887.00 = 1,42,80,566.10
- Liquid assets required: 0.10 * Estimated Cost = 0.10 * 4,76,01,887.00 = 47,60,188.70 Additionally, the tenderer should have access to or have available liquid assets (aggregate of working capital, cash-in-hand, uncommitted Bank Guarantees) and/or credit facilities not less than 10% of the estimated cost put to tender. Formula: Liquid Assets ≥ 0.10 * Estimated Cost Where Liquid Assets = (Working Capital + Cash-in-hand + Uncommitted Bank Guarantees) The estimated cost is 4,76,01,887.00. Thus, the bid capacity required can be calculated using these formulas and the given estimated cost.
Technical Capacity
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The required prior work experience for the bidder includes: - One work with a minimum value of 40% of the estimated amount, which is 1,90,40,754.80, - Or two works each with a minimum value of 30% of the estimated amount, which is 1,42,80,566.10, - Or one running work with a value of not less than 1,90,40,754.80 and completed to the extent of 80% or more. The estimated amount is 4,76,01,887.00.
Costs
EMD
₹ 9,52,038Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_ADDA_819112_1Bid Award Id
ViewTender No
ADDA/ASN/ED/NIT-70(2024-2025)Tender Authority
Asansol Durgapur Development Authority ViewPurchaser Address
-Website
http://https://addaonline.in/
GEM & Bid Advisory Services
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BOQ Items
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Hire & Labour charges for shuttering with or without staging upto 4.0 m height using approved stout prop with wooden plank/ ply / wood / steel plate with required bracing for any kind of plane or reinforce concrete works in all sorts of minor structure in cluding culvert , box culvert, cross drain etc.The rate is inclusive of fitting , fixing and striking out after completion of work as per specification & direction.
-
-
-
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Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. upto 600.00 mm
11433
71
816316.2
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First class brick work in cement sand mortar in aboutment , wing wall , parapet , cross drain , drain , H.P.Culvert , guard wall etc. including curing , scaffolding , raking out joints etc. complete including cost and carriage of all materials.[ in (1:6) Proportion]
0.9
5106
4595.59
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Grading - 2
1715
1299
2228179.45
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M 25 Grade using concrete Mixture.
720.7
5091
3669638.64
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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)..
20
2286
45720
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Sub-Total
1
39941170
39941170.15
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With 6:1 cement mortar (15 mm thick)
3193.2
133
426962.77
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With 4:1 cement mortar (10 mm thick)
470.2
120
56757.84
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Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners, as directed and racking out joints including throating, noising and drip course, scaffolding / staging where necessary (Ground Floor) including cost of chipping over concrete surface.
-
-
-
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M 30 Grade using concrete Mixture.
740
5152
3813175.6
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Neat cement punning about 1.5 mm thick in wall , dado , drain etc.
3663.4
32
120342.69
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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 including lighting, guarding, barricading and making adequate wearthen bundth where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary.
1143.3
785
897559.1
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Supplying fitting and placing HYSD bar reinforcement in sub structure including initial straighting , straiting of coil bars, removal of loose rust (if any) , cutting to requisite length , bending , binding in annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection , hooked and bending in correct shape and placed forms etc. including cost of black anneled wire and cost of loading , unloading and carriage of all steel materials complete as per drawing and technical specification and direction of EIC
38.3
55714
2133849.65
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Where staging is required
239.4
354
84747.6
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Earthwork in excavation of foundation of structures as per drawing and technical specification , including setting out , removing , spreading or stacking of spoils within a lead of 150 m as directed and including trimming the sides of the trenches , leveling , dressing and ramming the bottom , and backfilling with approved materials complete as per direction of EIC. In all sorts of soil excluding marshy soil & rocks (soft or hard) by mechanical means.[using excavator of suitable capacity] Depth upto 3.0 m without pumping out water.
1678.3
46
77201.8
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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 .
66.4
323
21447.2
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M15 Grade using Concrete Mixture
220.4
4573
1008017.03
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WEST BENGAL LABOUR WELFARE CESS =1% ADD
1
471305
471305.81
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Supplying and laying Polythelene sheet (150 gm / sqm) over damp proof course or below flooring , Cenent Pavement etc.
4065
24
97560
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Where staging is not required
4156
214
889384
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Direction and Place Identification Signs Less 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) including lettering , sign marks etc as per direction of EIC
4.7
9053
42549.1
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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 MoRTH (5 th Revision).
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-
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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 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
20
698
13960
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Removal of Unserviceable Soil with Disposal upto 1000 metres Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per Technical Specification Clause 302.3.11 for Rural Roads of MORD. (Mode of measurement: pre works and post works)
7860.3
27
219302.37
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Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. upto 150.00 mm
2858.3
14
41159.52
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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 material costs for lighting, guarding , barricating, ,making earthen bundth 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).
2621
1762
4618464.1
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Sand filling in foundation trenches and at the back of aboutments , wing - walls etc. with good local sand free from earth in layers not exceeding 15 cm. including 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 EIC. [By Fine sand ]
118
691
81561.6
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GST-18%
1
7189410
7189410.63
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Providing weep holes in brick masonry / plain / reinforce concrete abutment , wing wall, retain wall with 100 mm dia A.C. pipe , extending through the full width of the structure with slope of 1V: 20 H towards drawing face. Complete as per draing and technical specification.
267
115
30705
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