Bulandshahr Development Authority Tender
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The Bulandshahr Development Authority has issued a formal invitation for competitive bids for Work No 01 Gram Kirra Khurja Me Prastavit Odhyogik Township Me Naala Avem Kalvart Ka Nirman Karye Part A in Hathras, Uttar Pradesh, with an estimated contract value of Rs. 4,01,78,000. The bid opening date for this tender is 15-01-2025 and the last date for bid submission is 11-02-2025. Interested bidders for Bulandshahr Development Authority tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Bulandshahr Development Authority Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 Jan 2025
Closing Date11 Feb 2025
Tender Amount₹ 4,01,78,000
Technical
Technical
Financial
Bid Capacity
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The bid capacity required in the given tender can be calculated using the following formulas: 1. Average annual turnover ≥ 0.5 * B.O.Q.
2. Similar work experience ≥ 0.8 * Bid value
3. RCC work experience ≥ 0.8 * Bid value Additionally, the bidding capacity of the contractor should be equal to or more than the estimated cost of the work put to Tender, calculated using the formula: Bidding Capacity = (AxNxM)-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 minimum Liquid Asset required is 15% of the bid value for works more than Rs. 200 lacs, and 20% of the bid value for works between Rs. 25 lacs and Rs. 200 lacs. The experience requirements are:
- For works more than Rs. 200 lacs: Two similar completed development works/structural building works aggregating to the bid value, or one similar completed development work/structural building work aggregating 80% of the bid value.
- For works more than Rs. 25 lacs & up to Rs. 200 lacs: 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 work aggregating 80% of the bid value.
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 a certain amount, the bidder should have two similar completed development works or structural building works aggregating to the bid value, or two ongoing satisfactorily development works or structural building works. Alternatively, one similar completed development work or structural building work aggregating to 80% of the bid value, or one ongoing satisfactorily development work or structural building work experience may be considered. For work within a specific range, 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. Alternatively, one similar completed development work or structural building work aggregating to 80% of the bid value, or one ongoing satisfactorily development work or structural building work experience may be considered. The experience should be in the last four years in the organized sector. The similar work means development or construction work of a similar nature as the bid being asked for. The required percentage of similar works completed includes 50% and 80% of the bid value. The amounts include 200.00 lacs and 25.00 lacs. Additionally, for different ranges of work, the bidder must have a specific qualification, such as a Graduate Civil Engineer or Diploma Civil Engineer, with a certain number of years of experience. The evidence of satisfactory execution of works that have been executed by the bidder during the last four years in organized sectors has to be produced, aggregating to 80% of the bid value.
Costs
EMD
₹ 8,03,600Document Cost
₹ 3,540Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_BDAB_993403_1Bid Award Id
ViewTender No
4072/BKDA/2024-25 Dt.10-01-2025 TBTender Authority
Bulandshahr Development Authority ViewPurchaser Address
-Website
http://http://bdabulandshahar.in/
GEM & Bid Advisory Services
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BOQ Items
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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).
1848
110
203280
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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.
324
636
206064
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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.)
1344
30
40320
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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)
859
8149
6999991
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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
47
664
31208
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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).
8497
110
934670
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3.00-4.50m
840
30
25200
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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
261
777
202797
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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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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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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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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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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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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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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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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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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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4.50-6.00m
336
30
10080
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SUB HEAD : NALAH & CULVERT WORK
-
-
-
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3.00-4.50m
3295
30
98850
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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
58
296
17168
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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
720
105
75600
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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.)
5896
30
176880
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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
200
7181
1436200
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4.50-6.00m
694
30
20820
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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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CULVERT WORK
-
-
-
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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
Evaluation Notes How It Works ?
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