Lucknow Development Authority Tender
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Lucknow Development Authority - LDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 Feb 2025
Closing Soon28 Feb 2025
Tender Amount₹ 2,54,42,095
AI Insights
Technical
Technical
Financial
Bid Capacity
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Bid Capacity = 10% of Contract Value or Bid Capacity = 0.1 * Contract Value. Additionally, Assessed Available Bid capacity = (A*N*M-B) Where:
A = Maximum value of civil engineering works executed in any one year during the last five years (updated to the price level of the last year at the rate of 8 percent a year) N = Number 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 on-going works to be completed during the period of completion of the works for which bids are invited.
Technical Capacity
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The bidder should have prior work experience as a prime contractor on construction works of a similar nature and volume over the last five years. The bidder is required to have achieved in any one year a minimum financial turnover volume of construction work of at least the amount equal to the estimated cost of works. The bidder should have satisfactorily completed, as prime Contractor, at least one similar work equal in value to one-third of the estimated cost of work. The bidder needs to provide information on work performed as a prime contractor on construction works of a similar nature and volume over the last five years, with a certificate from the Engineer-in-charge. The bidder also needs to provide the total annual volume of civil engineering construction work executed and payments received in the last five years preceding the year in which bids are invited, with a certificate from a Chartered Accountant. The bidder should have completed a total monetary value of civil construction works performed for each of the last five years. The bidder should provide details of works in progress or contractually committed with certificates from the concerned officer of the rank of Executive Engineer or equivalent. The value of similar works completed should be at least one-third of the estimated cost of work. The bidder must demonstrate availability for construction work of technical personnel, including key equipment and liquid assets and/or credit facilities, net of other contractual commitments. The bidder is required to invest a minimum of 10% of the contract price of works during the implementation of the works. The bidder should also provide evidence of access to line(s) of credit and availability of other financial resources/facilities, certified by a banker, with a value of 10% of the contract value. The bidder should provide project details, including the name of the project, description of work, value of contract, and actual date of completion, along with remarks explaining reasons for delay, if any. The bidder also needs to provide information on existing commitments and ongoing construction works, including the value of contracts and the value of works remaining to be completed. The bidder should provide information on the quantities of work executed as prime contractor in the last five years, including earthworks, granular sub-base and base, and plant mix paver laid bituminous work. The bidder should also provide information on work performed as prime contractor on works of a similar nature over the last five years, including project name, description of work, value of contract, and date of issue of work order. Minimum 2 years of experience is required for the personnel, with specific qualifications, including a degree or diploma in civil engineering. The bidder must have experience and resources sufficient to meet the aggregate of the qualifying criteria for individual contracts. The available bid capacity will be calculated as under: Assessed Available Bid capacity = (A*N*M-B), where A = Maximum value of civil engineering works executed in any one year during the last five years, N = Number of years prescribed for completion of the works, M = 2.5, B = Value of existing commitments and on-going works to be completed during the period of completion of the works. The bidder's prior work experience is assessed based on their available bid capacity for construction work, which should be equal to or more than the total bid value. The bidder should have completed works with a value updated to the price level of the last year at the rate of 8 percent a year. The bidder's experience in similar work is also considered. The bidder is required to have prior work experience in works of a similar nature and size for each of the last five years. The specific percentage of similar works completed is one-third of the estimated cost of work. The specific amount is 10% of the contract price of works during the implementation of the works.
Costs
EMD
₹ 5,08,900Document Cost
₹ 4,366Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_LDAUP_1008130_1Tender No
123/E-Nivida/CE/2024-25_03Tender Authority
Lucknow Development Authority ViewPurchaser Address
-Website
http://http://www.ldalucknow.co.in/
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Documents
Gomti Nagar Vistar Yojna Sector-5 me Sadak Sudharikaran, Interlocking Tiles wa Nali Marammat aadi ka karya.
Gomti Nagar Vistar Yojna Sector-5 me Sadak Sudharikaran, Interlocking Tiles wa Nali Marammat aadi ka karya.
Gomti Nagar Vistar Yojna Sector-5 me Sadak Sudharikaran, Interlocking Tiles wa Nali Marammat aadi ka karya.
BOQ Items
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Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer in-Charge: 80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern. DSR 2023/16.91.2
14478
862
12483365.94
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Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. DSR 2023/16.83
319
104
33201.52
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Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer in-charge. (Old CC paver blocks shall be supplied by the department free of cost). DSR 2023/16.84
319
318
101540.89
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). DSR 2023/4.1.8
11.05
5381
59461.82
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 2023/5.1.1
30
7145
214371.6
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Mild steel or iron work in plain work such as in R.C.C. or R.B. (when not included in an over all rates ) including bending for proper completion of the work and including supply of steel and its wastage , bends, hooks and authorised overlaps shall be measured up to floor two level. L.D.A APPRO.
23.55
8000
188400
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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 DSR2023/5.9.1
315.3
309
97673.63
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) DSR2023/6.1.1
21
5822
122271.87
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 2023/4.1.3
31.76
6223
197663.12
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12 mm thick cement plaster of mix : 1:4 (1 cement: 4 coarse sand) DSR 2023/13.4.1
124.4
282
35116.88
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Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift up to 1.5 m, as directed by Engineer-in-Charge: All kinds of soil DSR 2023/2.1.1
455.9
102
46766.22
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Cartge of Malva up to 2 Km distance. (124.80*20%) = 99.84
455.9
99
45517.06
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Providing, laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mecahnical mix plant carriage of mixed material by tipper to site, liying in uniform layer with paver in sub-base/base course on well perpared surface and compacting with vibratory roller to achieve the desired density. (as per Clause 406)
272.1
4160
1131936
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Providing and applying Primer coat with Emulsion on prepared surface of granular base. Including cleanning of road surface and spraying primer @ 0.60 kg./sqm. Using mechanical means. (as per MORTH Specification - 502)
131.4
19
2496.6
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Providing and laying bituminous macadam with 60-90 TPH Hot Mix Plant producing an average output of 25 cum per hour using crushed aggregate of specified grading, premixed with bituminous binder (VG-30 @ 3.3 %) transported to site , laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. (as per MORTH Specification - 504)
15
3850
57750
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Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.300 kg. per square metres on the prepared bitumenous /granuler surface cleaned with mechanical broom. (as per MORTH Specification - 503)
6886.01
10
73680.31
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Providing and laying semi-dense bituminous concrete with 60-90 TPH batch type HMP producing an average output of 25 cum per hours using crushed aggregate of specified grading, premixed with bituminous binder (VG-30) @ 5.00 percent of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H Specifications Clause 508 complete in all respects. (Reducing Bituminious quality by 8% and replacing it by plastic waste as per IRC:SP:98-2013)
634.34
4445
2819641.3
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