Lucknow Development Authority Tender
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Lucknow Development Authority - LDA Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date7 Feb 2025
Closing Soon25 Feb 2025
Tender Amount₹ 4,78,47,004
AI Insights
Technical
Technical
Financial
Class Of Bidder
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Category A.
Bid Capacity
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To extract the bid capacity required in the given tender, we need to analyze the provided information. The bid capacity is calculated using the formula: Bidding Capacity (Rs.) = {[AxNx2]-B} or alternatively, Bidding Capacity = {[AxNxM]-B}, where A is the maximum turnover in construction works, N is the number of years prescribed for completion of work, M is taken as 2.0, and B is the value of existing commitments and ongoing works. However, the specific details for calculating the bid capacity as per Annexure-8 are not provided. Another source mentions that the bidder should have an average annual turnover worth a minimum of 40% of the estimated cost during the last five consecutive years, which can be represented as: Average Annual Turnover ≥ 0.4 * Estimated Cost. Given the information provided, the bid capacity required in terms of value and formulas can be represented by the following formulas: 1. Bidding Capacity (Rs.) = {[AxNx2]-B}
2. Bidding Capacity = {[AxNxM]-B}
3. Average Annual Turnover ≥ 0.4 * Estimated Cost These formulas define the bid capacity required for eligibility to apply for the tender. Therefore, the answer is: Bidding Capacity (Rs.) = {[AxNx2]-B} Bidding Capacity = {[AxNxM]-B}
Average Annual Turnover ≥ 0.4 * Estimated Cost Where A = Maximum turnover (as mentioned in Annexure-2 of the bid) in construction works N = Number of years prescribed for completion of work for which bid has been invited. M = 2.0
B = Value of existing commitments and on-going works to be completed during the period of completion of work for which bid has been invited.
Estimated Cost = The estimated cost of the project.
Technical Capacity
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The bidder is required to have prior work experience in civil engineering construction. The total value of civil engineering construction work performed in the last five years should be in Rs. Crore, indexed to the current price level at a 10% increase. The bidder should have completed works of a similar nature over the last five years, with the value of the contract and the actual date of completion provided. Specifically, the bidder should have: - Three similar completed works each costing not less than 40% of the estimated cost
- Two similar completed works each costing not less than 60% of the estimated cost
- One similar completed work each costing not less than 80% of the estimated cost For the component of CCTV System, the bidder should have completed similar works with a value of:
- Not less than 80% of the cost of the component (for one similar completed work)
- Not less than 60% of the cost of the component (for two similar completed works)
- Not less than 40% of the cost of the component (for three similar completed works) The bidder should also have an average annual turnover worth a minimum of 40% of the estimated cost during the last five consecutive years. The value of executed works shall be brought to the current costing level by enhancing the actual value of work at a simple rate of 10% per annum. The bidding capacity of the bidder should be equal to or more than the estimated cost of the work put to tender. The bidder should have successfully completed similar works during the last 7 years ending up to the last financial year. Experience in specific types of work is required, including bituminous road work, building construction, sewer and water supply construction, survey work, and other similar works. For some categories, experience in the same type of work is necessary.
Costs
EMD
₹ 9,57,000Document Cost
₹ 4,366Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_LDAUP_1003339_1Tender No
120/E-NIVIDA/CE/2025_4Tender Authority
Lucknow Development Authority ViewPurchaser Address
-Website
http://http://www.ldalucknow.co.in/
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Documents
MOHAN ROAD AWASIYA YOJANA KE ANTARGAT SECTOR-6 ME 24.0 MTR CHAURI SADAK EVAM WATER SUPPLY KA KARYA
MOHAN ROAD AWASIYA YOJANA KE ANTARGAT SECTOR-6 ME 24.0 MTR CHAURI SADAK EVAM WATER SUPPLY KA KARYA
BOQ Items
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Construction of granular sub-base by providing close graded Material,mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
2297.03
4185
9613070.55
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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 mechanical mix plant carriage of mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub - base / base course on well prepared surface and compacting with vibratory roller to achive the desired density
3828.38
4210
16117479.8
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom
15313.5
13
205200.9
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Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 percent by weight of total 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 specification clause No. 505 complete in all respects.
765.68
10360
7932444.8
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.1 : 3 : 6 ( 1 Cement : 3 Coarse Sand (zone-III) : 6 graded stone aggregate 20mm)
444.09
5762
2559055.3
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Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways 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 50 mm thick compacted bed of 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. complete all as per direction of Engineer-in-Charge. 60 mm thick cement concrete paver block of M-35 grade with
approved colour, design & pattern
4440.92
826
3668244.33
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Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
549.41
590
324552.97
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Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete.
68
2409
163857.56
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Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
3404
162
554749.88
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WATER SUPPLY SYSTEM
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-
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Excavating for depth upto 1.5 m below ground level for laying sewers, gully pits, chambers, sump etc. in ordinary soil (earth sand , loam and clay) including cutting of joints pits ,trimming, dressing, leveling, refiling of trenches in 20 cm layers watering and ramming the same including removal of surplus earth or other dismantled materials upto a distance of 50 m from the centre of trenches.
up to 1.50 m depth
Pipe 300 mm to 600 mm diameter
1600
209
334400
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Providing and laying double flanged (Screwed/Welded) centrifugally (Spun) Ductile iron pipes of class K-9 conforming to IS 8329
150mm dia Ductile iron double flanged
800
2059
1647840
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Providing and laying double flanged (Screwed/Welded) centrifugally (Spun) Ductile iron pipes of class K-9 conforming to IS 8329
200mm dia Ductile iron double flanged
800
2654
2123896
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Supply CI specials such as Bends, reducers, collars etc. including cartage, loading, unloading, taxes, excise etc. complete. (10 % of item No. 1)
1
377174
377174.25
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Providing push-on-joints to centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket :
150 mm dia pipes
133
152
20261.22
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Providing push-on-joints to centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket :
200 mm dia pipes
133
221
29507.38
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Providing and fixing C.I. Sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately):
150mm diameter Class-II
5
5776
28882.25
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Providing and fixing C.I. Sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately):
200mm diameter Class-II
5
11551
57757.25
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
80mm dia nominal bore
100
1711
171132
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
50mm dia nominal bore
50
627
31371
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
32mm dia nominal bore
50
346
17323.5
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
25mm dia nominal bore
100
280
28075
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Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.
80mm nominal bore.
6
2057
12344.82
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Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.
50mm nominal bore.
4
811
3244.04
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Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.
32mm nominal bore.
4
544
2179
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Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.
25mm nominal bore.
16
491
7866.72
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Provding and fixing C.I. Double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately.
50mm dia
4
4541
18165.12
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Provding and fixing C.I. Double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately.
80mm dia
6
5524
33147.72
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Constructing brick masonry INSPECTION chamber 45x45x50 cm with bricks of class designation 50 in cement mortar 1:4 (1 cement : 4 coarse sand) including precast R.C.C. cover complete as per design. With FPS bricks
28
2288
64087.52
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Constructing brick masonry chamber 600 x 600 x 750 mm inside with F.P.S. brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice Valve / Air Valve, with C. I. surface box 100 mm top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 grade stone aggregate 20 mm nominal size); necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1 : 3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design
22
8580
188777.38
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