Lucknow Development Authority Tender
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Lucknow Development Authority - LDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Feb 2025
Closing Soon28 Feb 2025
Tender Amount₹ 4,40,30,793
Technical
Technical
Financial
Bid Capacity
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The bid capacity required can be calculated using the formula: Assessed Available Bid capacity = (A*N*M-B), where A is the maximum value of civil engineering works executed in any one year during the last five years, updated to the current price level at a rate of 8 percent per year. N is the number of years prescribed for completion of the works, with periods up to 6 months considered as half a year and more than 6 months as one year. M is taken as 2.5, and B is the value of existing commitments and ongoing works to be completed during the period of completion of the works. The values for A, N, M, and B are necessary to calculate the bid capacity. A is the maximum value of works executed in a year, updated for price level changes. N depends on the completion period of the works. M is a constant factor of 2.5. B represents the value of ongoing and committed works during the project completion period. Therefore, the bid capacity formula is provided as Assessed Available Bid capacity = (A*N*M-B), with specific definitions for each variable.
Technical Capacity
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The required prior work experience for the bidder includes having experience in similar work, with specific requirements for technical personnel. For a degree holder in Civil Engineering, a minimum of 2 years of experience is required for contract works up to Rs. 2 Crores. Similarly, a diploma holder in civil engineering should have a minimum of 2 years of experience. The bidder should have completed works with a value of up to Rs. 2 Crore and above Rs. 2 Crore. Although the percentage of similar works completed is not explicitly mentioned, the bidder should provide a list of works completed, including the value of the contract. The value of similar works completed is mentioned in terms of contract value, with ranges of up to Rs. 2 Crore and above Rs. 2 Crore. A minimum financial turnover of at least the amount equal to the estimated cost of works in any one year is required, with an index rate of 8 percent for a year. The bidder should have also satisfactorily completed, as a prime contractor, at least one similar work equal in value to one-third of the estimated cost of work, excluding maintenance cost for five years. The available bid capacity is calculated based on the 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. The bidder's available bid capacity should be equal to or more than the total bid value. The bidder must have satisfactorily completed at least one similar work, with a value equal to one-third of the estimated cost of work. The bidder's available bid capacity should be calculated as (A*N*M-B), where A is the maximum value of civil engineering works executed in any one year, N is the number of years prescribed for completion of the works, and B is the value of works in progress or contractually committed. Mentioned values and percentages include: - One-third of the estimated cost of work (excluding maintenance cost for five years)
- 8 percent index rate for a year
- 10 percent of the contract price (as an undertaking that the bidder will be able to invest a minimum of cash during the implementation of the works)
- 25 percent of the contract price (as the maximum amount for subcontracting components of the works) - 10 percent of the contract value (as the minimum amount of liquid assets and/or credit facilities required)
Costs
EMD
₹ 8,80,600Document Cost
₹ 4,366Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_LDAUP_1003487_1Tender No
123/E-Tender/CE/22024-25Tender Authority
Lucknow Development Authority ViewPurchaser Address
-Website
http://http://www.ldalucknow.co.in/
GEM & Bid Advisory Services
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BOQ Items
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Cleaning of Weeds in lake/ ponds by boat manualy very carefully cleaning of surface water including all necessary T&P etc and disposal of unservisible material all complete in direction of engineer in charge. A.R.-5
12140
40
491305.8
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Disposal of jalkumbhi including loading, unloading and lead upto 17 km
1214
323
392122
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B. RELOCATION OF DRAIN
-
-
-
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Earthwork in excavation by mechanical means/ manual means over areas (exceeding 30 cm in depth and 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m as directed by engineer-in-charge
357.98
140
50195.25
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Providing and laying in position cement concrete of specific grade excluding cost of centering and shuttering all work upto plinth level (1:4:8), 40 mm nominal aggregates
27.17
5381
146206.12
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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 :
Design Mix M 25
1.4
7508
10474.09
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 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)
2.76
7789
21498.36
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Centering and shuttering including strutting and propping and removal of items for:
-
-
-
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Foundation, Footings and base of columns - Base PCC
2.37
309
735.25
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Columns, Pillars, Post, etc.
24
759
18225.12
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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 : 600 mm dia
480
1772
850646.4
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Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including 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 : With common burnt clay F.P.S.(non modular) bricks of class
designation 7.5
8
20667
165342.88
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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 : 450 mm dia
140
1280
179265.8
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C. FENCING/BOUNDARY WALL WORK
-
-
-
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Earthwork in excavation by mechanical means/ manual means over areas (exceeding 30 cm in depth and 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m as directed by engineer-in-charge
587.17
140
82332.84
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Providing and laying in position cement concrete of specific grade excluding cost of centering and shuttering all work upto plinth level (1:4:8), 40 mm nominal aggregates
95.1
5381
511748.32
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Supplying at site : R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1cement : 1.5 coarsesand : 3 graded stone aggregate 12.5 mm
nominal size) with wooden plugs or 6 mm bar nibs wherever required as per direction of Engineer-in- charge
186
25982
4832746.86
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Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used. With GI Barbed Wire
12400
11
137144
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Welded steel wire fabric fencing with posts of specified material and of standard design placed and embedded in cement concrete blocks 45x45x 60 cm of mix 1:5:10 (1 cement:5 fine sand : 10 graded stone aggregate 40 mm nominal size), every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50 cm of the same mix, provided with welded steel wire fabric fixed between the posts fitted and fixed with G.I. staples on wooden plugs or tied to 6 mm bar nibs with G.I. binding wire
6820
52
356413.2
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Supplying at site : Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming & Painting to be paid for separately).
62000
62
3866940
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
158.7
7193
1141571.95
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12 mm cement plaster of mix :
-
-
-
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1:4 (1 cement: 4 fine sand)
1380
274
378327
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Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
1380
123
170112.6
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Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
1380
135
186520.8
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Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
Fixed to openings /wooden frames with rawl plugs screws etc.
4500
188
847305
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Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
253.6
53
13501.66
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable
shade with ordinary paint of approved brand and manufacture
253.6
178
45325.93
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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. 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum
84.08
7508
631298.7
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Steel in Kg
11450.01
71
818675.86
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Centering and shuttering including strutting, propping etc. and removal of form for
-
-
-
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Foundations, footings, bases of columns, etc. for mass concrete
171.6
309
53158.25
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Columns
549.12
759
416990.75
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ZONE DEVELOPMENTAL WORK
-
-
-
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Dismantling steel work in built up sections in angles, tees, flats and
channels including all gusset plates, bolts, nuts, cutting rivets, welding
etc. including dismembering and stacking within 50 metres lead.DSR 15.18/2023
3738
4
16671.48
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) PWD SOR 2020/DAR No. 5.2.2
64
8573
548692.48
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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. PWD SOR 2020/DAR No. 5.9.2
853
665
567705.62
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Mild steel or iron in plain work such as reinforced concrete or reinforced brick work(when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & overlapping & hooks.
113
7150
807950
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Granula sub base with coarse graded material (table 400-2) grade 1st by mix in place. Construction of GSB by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, making by mix place method with Rotavator at OMC and compacting with vibratory power roller to achieve the desired density as per MORTH specification-401 complete in all respect.
47.25
3795
179313.75
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the all kind of soil. PWD SOR 2020-21/2.8.1
256
205
52638.72
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Cartage of earth 15.00 Km distance from site. DSR 1.1.1/2023 (0 to 5 Km-284.07+5 to 10km-100.70+10km to 15km-82.00=466.70x80%=373.41 x0.735x115/107=294.97-35.0-18.000=241.98 )
256
241
61946.88
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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. 1:4:8 (1 Cement : 4 Coarse sand (zone-III) : 8 graded stone aggregate 40 mm (nominal size). DSR 4.1.8/2.23
27
5381
145291.32
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Providing and laying cement concrete in retaining walls, return walls, walls (anythickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:1.5:3 (1 cement : 1.5 : coarse sand (zone-III) : 3 graded stone aggregate 20 mm (nominal size).DSR. 4.2.2/2.23
63
8181
515464.74
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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. DSR No. 10.25.2/2023
8477
136
1155838.95
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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. 1:2:4 (1 Cement : 2 Coarse sand (zone-III) : 4 graded stone aggregate 20 mm. DSR 4.1.3/2023
94
6223
585023.1
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12 mm cement plaster of mix: 1:4 (1 Cement : 4 Coarse sand). DSR. 13.4.1/2023
250
282
70572.5
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Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing staircase railing and similar works, including applying priming coat of approved steel primer . DSR10.26.1/2023
11605.64
155
1804212.23
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Removing dry or oil bound distemper, water proofing cement paint
and the like by scrapping, sand papering and preparing the surface
smooth including necessary repairs to scratches etc. complete. DSR 13.91/2023
1810
19
35964.7
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Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR13.80/2023
1979
123
243951.33
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Removing white or colour wash by scrapping and sand papering and
preparing the surface smooth including necessary repairs to scratches etc. complete DSR 13.88/2023
842
15
13135.2
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Finishing walls with Premium Acrylic Smooth exterior paint with Silicon additives of required sahade : New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) (apex Ultima, weather coat All guard) Asian, beger.DSR 13.47.1/2023
2210
135
298703.6
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Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/
10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture DSR 13.48.3/ 2023
3332.76
53
177436.14
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Deduct of Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and anufacture on steel work (second coat) PWD DSR 2023/13.50.4
3332.76
-53
-177436.14
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Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm. DSR. 8.2.2.2/2023
355
4057
1440391.2
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Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure) (DAR 2020 hort - 2.1 )
553
80
44698.99
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Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 05 k.m. lead complete (cattle manure measured in stacks will reduced by 8% for Payment). (DAR 2020 hort - 2.25 BASED )
83
256
21261.28
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Supplying & Stacking of Selection No.1 doob grass turf at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of the officer in charge.(DAR 2020 hort - 2.35 BASED )
2763
52
145278.54
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Dismantling stone slab flooring laid in cement mortar including
stacking of serviceable material and disposal of unserviceable material
within 50 metres lead. DSR 15.25/2023
564
210
118710.72
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Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick. DSR 11.26.1/2023
774
1539
1191209.22
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Providing and fixing of ISI marked Flush Door shutters conforming to IS : 2202 (part I) non decorative type, core of black board construction with frame of Ist class hard wood & well matched commercial 3 ply venering with vertical grains or cross bands and face veneers on both faces of shotters. 35 mm thick including ISI marked stainless steel butt hinges with necessary. DSR 9.21.1/2023
11.4
1890
21546.91
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P/F white veterious china flat back half stall urinall of size 580x380x350 mm with white PVC automatic flushing cistern with fittings standard size (all in cp brass) with waste fitting as per IS 2556, CI trap with outlet grating & outher couplings in CP brass including painting of fittings & cutting & making good the walls & floors whereever required: Single Half stall urinal with 5 ltr. PVC automatic flushing cistern DSR 17.5.1/2023
3
9536
28608.36
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Providing and fixing wash basin with C.I brackets, 15 mm C.P brass pillar taps, 32 mm C.P brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : White Vitreous China Wash Basin size 630x450 mm with a pair of 15 mm C.P brass pillar taps. DSR . 17.7.1/2023
3
2092
6277.41
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Providing and fixing water closet squatting pan (Indian type WC Pan) with 100 mm sand cast Iron P or S trap 10 litre low level white P.V.C flushing cistern, including flush pipe with manually controlled device (handle lever) conforming to IS 7231 with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. White Vitreous Chine Orissa pattern W.C pan of size 580x440 mm with integral type foot sizes. DSR 17.1.1/2023
3
5345
16037.79
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Providing and fixing of white vitreous china dual purpose WC pan with white solid plastic seat and lid with white vitreous china flushing cistern and C.P flush bend. DSR 17.68.1/2023
3
9359
28077.27
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P/F CP Bross Long nose bib cock of approved quality confirming to IS standard & weighing not less than 810 gms 15 mm nominal bore DSR 18.50.1/2023
12
648
7779.72
... More
Providing and fixing of CP Angle valve for basin mixture. DSR 18.53.1/2023
12
453
5444.04
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