Lucknow Development Authority Tender

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Lucknow Development Authority - LDA Tender

Works
Civil And Construction
Eprocure
Opening Date22 Apr 2025
Closing Soon10 May 2025
Tender Amount₹ 5,53,00,270 
Notes
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Class Of Bidder
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Category A
Technical Capacity
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The required prior work experience for the bidder includes experience in similar works, with specific requirements mentioned for different types of work. The bidder should have satisfactorily completed similar works in the last 7 years, with the required experience being: - 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. The bidder should also have prior work experience of similar nature over the last five years, with the total value of Civil Engineering construction work performed in the last five years indexed to the current price level at a 10% increase. The bidder should have completed works of a similar nature with a value of at least a certain amount, but the exact amount is not specified. However, the bidder should provide information on the work performed, including the name of the project, name of the employer, description of work, contract number, value of contract, date of issue of work order, stipulated period of completion, actual date of completion, and remarks explaining reasons for delay and work completed. The bidder should have completed similar works with a value of at least a certain amount in the last five years, with a stipulated period of completion and actual date of completion. The bidder should also provide a certificate from the Engineer-in-Charge for the completed works. In terms of percentage, the bidder should have completed at least a certain percentage of similar works in the last five years, but the exact percentage is not specified. However, the bidder should provide information on the value of works remaining to be completed, anticipated date of completion, and remarks, if any. The bidder's existing commitments and ongoing works should be provided, including the description of works, place and state, contract number, name and address of the employer, value of contract, stipulated period of completion, value of works remaining to be completed, and anticipated date of completion. The bidding capacity of the bidder should be equal to or more than the estimated cost of the work put to tender, calculated based on the maximum value of civil engineering works executed in any one year during the last five years, updated to the current price level. The bidder should demonstrate that they have access to, or have available, liquid assets and/or credit facilities of not less than 10% of the value of the contract/contracts applied for. The bidder should also undertake that they shall invest a minimum cash up to 25% of the value of the work during implementation of the contract. The value of completed works shall be brought to current costing level by enhancing at a simple rate of 10% per annum. The bidder needs to upload the detailed calculation sheet for working out the value of existing commitments and ongoing works. The required prior work experience for the bidder is related to the "Maximum turnover in construction works executed in any one year during the last five years". The bidder should have experience in construction works, but the exact percentage or amount of similar works completed is not explicitly mentioned, except for the 10% enhancement rate for completed works and the 25% minimum cash investment during implementation of the contract. Mentioned values and percentages include: - 40% of the estimated cost for three similar completed works - 60% of the estimated cost for two similar completed works - 80% of the estimated cost for one similar completed work - 10% increase for indexing the total value of Civil Engineering construction work performed in the last five years to the current price level - 10% of the value of the contract/contracts applied for for liquid assets and/or credit facilities - 25% of the value of the work during implementation of the contract for minimum cash investment - 10% per annum for enhancing the value of completed works to the current costing level.

Costs

Description

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Documents
ANANT NAGAR AWASIYA YOJANA KE ANTARGAT SECTOR-4 ME STHIT 4/G-04, 4/GH-18 SE 4/CP-04, 4/CP-01 SE 4/CP-04 EVAM 4/GH-20 SE 4/CP-14 TAK PRASTAVIT 18.0 MTR CHAURI SADAK PAR SADAK, TRENCH EVAM HUME KA NIRMAN KARY. PART-E
ANANT NAGAR AWASIYA YOJANA KE ANTARGAT SECTOR-4 ME STHIT 4/G-04, 4/GH-18 SE 4/CP-04, 4/CP-01 SE 4/CP-04 EVAM 4/GH-20 SE 4/CP-14 TAK PRASTAVIT 18.0 MTR CHAURI SADAK PAR SADAK, TRENCH EVAM HUME KA NIRMAN KARY. PART-E
Report Missing Document

BOQ Items

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DO_NOT_SHOW

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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.

15390

172

2661238.8

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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

1346.63

4185

5635646.55

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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

2244.38

4210

9448839.8

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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

8977.5

13

120298.5

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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.

448.88

10360

4650396.8

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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)

324.05

5762

1867328.4

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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

3240.45

826

2676644.1

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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.

426.75

590

252094.03

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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.

58

2409

139760.86

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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.

4278

162

697185.66

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TRENCH WORK

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Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All Kinds of soil

2231.55

140

312907.94

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)

153.9

5670

872748.43

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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.

6156

665

4097064.24

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Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform

2821.5

732

2066692.32

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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 using pigmented of approved colours as per engineer-in-charge 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. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum

904.16

7508

6788713.57

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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-500D or more.

56781.25

71

4059859.38

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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

6669

136

909318.15

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HUME PIPE

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Excavation for depth upto 1.5m below ground level for laying sewers, manholes, gully pits,chambers,sumps etc. in ordinary soil (earth sand,loam and clay) including dressing,leveling,refilling of trenches in 20 cm. layers watering sand ramming the same including removal of surplus earth of other dismantled materials upto a distance of 50m. from the centre of trences.

1944

209

406296

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 1:5:10 (1 Cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) 1000 mm. dia.

97.2

5149

500520.71

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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 1000 mm dia. R.C.C. pipe

810

4394

3559293.9

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Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of NP-2 pipes including bed concrete as per standard design : 1000 mm diameter NP-2 pipe (Both Sides)

810

3400

2754000



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