Bulandshahr Development Authority Tender
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Bulandshahr Development Authority Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 Jan 2025
Closing Date11 Feb 2025
Tender Amount₹ 3,81,31,000
Technical
Technical
Bid Capacity
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The bid capacity required in the given tender can be calculated using the following formulas: 1. For works more than Rs. 200.00 lacs: - Liquid Asset Requirement: 15% of Bid Value - Turnover Requirement: Average annual turnover for the last 3 years ≥ 50% of BOQ - Experience Requirement: Two similar completed development works/structural building works aggregating to the bid value, or one similar completed development work/structural building works aggregating to 80% of the bid value. 2. For works more than Rs. 25.00 lacs & up to Rs. 200.00 lacs: - Liquid Asset Requirement: 20% of Bid Value - Turnover Requirement: Average annual turnover for the last 3 years ≥ 50% of BOQ - Experience Requirement: Three similar completed development works/structural building works aggregating to the bid value (with at least one work being 50% of the bid value), or one similar completed development work/structural building works aggregating to 80% of the bid value. Additionally, the bidding capacity of the contractor can be calculated using the formula:
Bidding Capacity = (A x N x M) - B where A = Maximum value of civil engineering works executed in any one year during the last five years, N = Numbers of years prescribed for completion of the works for which bids are invited, M = 2.5
B = Value at the current price level of existing commitments and ongoing works to be completed during the period of completion of the works for which bids are invited. The bid capacity required can also be calculated as:
1. For works > Rs. 200 lacs: Bid Capacity = 2 * Bid Value (for two similar completed works) or 0.8 * Bid Value (for one similar completed work).
2. For works between Rs. 25 lacs and Rs. 200 lacs: Bid Capacity = 3 * Bid Value (for three similar completed works with at least one being 50% of the bid value) or 0.8 * Bid Value (for one similar completed work).
Technical Capacity
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The required prior work experience for the bidder varies based on the estimated amount of the work. For work more than Rs. 200.00 lacs, the bidder should have two similar completed development works or structural building works aggregating to the bid value, or one similar completed development work or structural building work aggregating to 80% of the bid value. For work more than Rs. 25.00 lacs and up to Rs. 200.00 lacs, the bidder should have three similar completed development works or structural building works aggregating to the bid value, with at least one work being 50% of the bid value, or one similar completed development work or structural building work aggregating to 80% of the bid value. The experience should be in the last four years in the organized sector and the current financial year. The bidder should have completed similar work with a value of at least 80% of the bid value. In terms of specific values and percentages, the bidder should have experience of similar works aggregating to 80% of the bid value or 100% of the bid value, depending on the estimated amount of the work. For work more than Rs. 200.00 lacs: 100% of the bid value (two similar works) or 80% of the bid value (one similar work)
For work more than Rs. 25.00 lacs and up to Rs. 200.00 lacs: 100% of the bid value (three similar works, with one being 50% of the bid value) or 80% of the bid value (one similar work)
Costs
EMD
₹ 7,63,000Document Cost
₹ 3,540Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_BDAB_993403_2Bid Award Id
ViewTender No
4072/BKDA/2024-25 Dt.10-01-2025 TBTender Authority
Bulandshahr Development Authority ViewPurchaser Address
-Website
http://http://bdabulandshahar.in/
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BOQ Items
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3.00-4.50m
3295
30
98850
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4.50-6.00m
694
30
20820
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Extra rates for quantities of works, executed: in or under water and/or liquid mud, including pumping out water as required
8497
22
186934
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Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
171
6100
1043100
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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 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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
-
-
-
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i) up to plinth level All works upto plinth level concrete of M25 grade with minimum cement content of 330 kg /Cum
670
7181
4811270
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All works above plinth level upto floor V level concrete of M25 grade with minimum cement content of 330 kg /Cum
381
7450
2838450
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Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
483
296
142968
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Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
2856
636
1816416
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Steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade FE-550D (Tata or Sail)
2042
8149
16640258
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Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per stanDSRd drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
120
418
50160
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CULVERT WORK
-
-
-
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Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplusearth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine can not reach/move).
1479
110
162690
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Add to items (251-253) for every additional 30 M. (100 ft.) lead or part of 30 M (100 ft.) or for every additional 1.50 M. (5 ft.) lift or part of 1.50 M. (5 ft.)
1076
30
32280
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3.00-4.50m
672
30
20160
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4.50-6.00m
269
30
8070
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Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
17
6100
103700
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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 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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
-
-
-
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i) up to plinth level All works upto plinth level concrete of M25 grade with minimum cement content of 330 kg /Cum
162
7181
1163322
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All works above plinth level upto floor V level concrete of M25 grade with minimum cement content of 330 kg /Cum
205
7450
1527250
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Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
51
296
15096
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Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12 mm thick
209
777
162393
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Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls
40
664
26560
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Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
260
636
165360
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Centering and shuttering including strutting, propping etc. and removal of form for Columns, pillars, piers, Abutments, posts and Struts
206
726
149556
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Steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade FE-550D (Tata or Sail)
702
8149
5720598
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Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per stanDSRd drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
120
418
50160
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M.S. or iron work of small sizes and section such as n M.S. Grills & Stair case railing. etc. wrought to required from including supply of steel bolts, nuts wastage etc. and theifixing required for proper completion of the work
576
105
60480
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Painting or varnishing (Two Coat )with valsper or other approved high grade enamel or superior synthetic clean varnish complete one coat over previously painted surface including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used should confirm ISI no. 105/106/133-1950.
29
85
2465
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