Uttar Pradesh Projects Corporation Limited Tender
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Uttar Pradesh Projects Corporation Limited - UPPCL Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date17 Feb 2025
Closing Soon3 Mar 2025
Tender Amount₹ 7,20,85,000
Technical
Technical
Financial
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is "A" & Above.
Bid Capacity
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The bid capacity required in the given tender can be calculated using the formula: Bidding Capacity = {[AxNx2.5]-B} Where, A = Maximum turnover in construction works executed in any one year during the last seven years taking into account the completed as well as works in progress. The value of completed works shall be brought to current costing level. N = Number of years prescribed for completion of work for which bids have been invited. B = Value of existing commitments and ongoing works to be completed during the period of completion of work for which bids have been invited. Additionally, the bidder should have an average annual financial turnover of at least 30% of the tendered cost, not have incurred loss in more than two years during the last seven years, and have a solvency of 40% of the tendered cost.
Technical Capacity
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The required prior work experience for the bidder includes experience in similar works, specifically:
- Three similar works each costing not less than 40% of the tendered cost, - or two similar works each costing not less than 50% of the tendered cost, - or one similar work costing not less than 80% of the tendered cost.
Additionally, the bidder should have completed one work of any nature costing not less than 40% of the tendered cost with some Central/State Government Department or other specified entities. The values and percentages of similar works completed are: - 40% of the tendered cost for three similar works,
- 50% of the tendered cost for two similar works,
- 80% of the tendered cost for one similar work. The bidder should also have experience in "Supply and installation of WA (World Athletics)/IAAF class 2 certified FULL PUR synthetic athletic track" as a prime contractor with the same proposed product in India with a government/semi-government department or a PSU. The estimated cost of the work is Rs. 720.85 Lac, and the bidder should have completed similar works with a value of:
- At least 40% of the estimated cost, with three similar completed works
- At least 50% of the estimated cost, with two similar completed works
- At least 80% of the estimated cost, with one similar completed work The cost of work shall mean the gross value of the completed work, including the cost of material supplied by the Government/Client, but excluding those supplied free of cost. This should be certified by an officer not below the rank of Executive Engineer/Project Manager or equivalent.
Costs
EMD
₹ 14,42,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Summary
Construction Work Of Synthetic Athletic Track At Sports Stadium, Hapurconstruction Work Of Synthetic Athletic Track At Sports Stadium, Hapur
Description
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Contact
Tender Id
2025_UPPRC_1007383_1Tender No
94/PCL/GM/Zone-6/Noida/2024-25 DT 15.02.2025Tender Authority
Uttar Pradesh Projects Corporation Limited ViewPurchaser Address
-Website
http://http://upprojects.org/
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Documents
Construction work of Synthetic Athletic Track at Sports Stadium, Hapur
BOQ Items
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Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).
1848.14
17
32360.93
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Fine dressing the ground
6160.47
3
21068.81
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Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and the good earth shall be paid for separately).
6160.47
16
100662.08
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Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge. With grass Turf
6160.47
80
497765.98
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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)
133.21
4800
639531.89
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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)
149.63
5194
777276.98
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Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster.
906.36
413
375088.02
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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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). Slabs
74.53
8108
604348.86
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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 & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
58.51
7601
444735.1
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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
49
7130
349401.36
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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 50mm 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. 80mm thick cement concrete paver block of M-30 grade with approved colour, design & pattern.
1174.83
769
903749.73
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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 earth with lead upto 50 metres.
13700.67
154
2113739.37
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Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
1508.04
1962
2958925.28
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Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
1508.04
2053
3097408.6
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Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :On W.M.M. @ 0.75 Kg / sqm
7540.2
42
321514.13
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Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :On bituminous surface @ 0.50 Kg / sqm
7540.2
33
256140.59
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Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
377.01
7843
2957206.12
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Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
226.21
8546
1933247.21
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Providing and laying Synthetic Athletics Track FULL PUR, FULL EPDM SYSTEM including IAAF Standard markings on the surface all complete as per requirements/ specifications laid down by IAAF class -II certification and as per direction of the Engineer-in-charge.
7362.16
4788
35250022.08
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High Stress Areas with a minimum thickness of 20 mm of finished Track Surface.
164.64
4788
788296.32
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High Stress Areas with a minimum thickness of 25 mm of finished Track Surface.
13.4
4788
64159.2
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Providing and fixing of IAAF approved instrument.Aluminium kerbing- std.400m track
1
491625
491625
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Construction of jumping pits filling with sand all complete as per drawing approved by WA specification and as directed by Engineer-in-Charge.
4
150480
601920
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Construction of Steeple chase water jump pit inside North D portion as per ''WA specification'' and complete as per direction of Engineer-in-Charge.
1
38475
38475
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Providing and laying 150mm dia PVC pipe with wall thickness 4mm for 6Kg presser special with specials ISI mark collect the water.
120
641
76950
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Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
10
8119
81194
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Providing and fixing G.I. pipes complete with GI fittings and clamps including cutting and making good the walls etc. External work20 mm dia nominal bore
100
259
25978
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Providing and fixing G.I. pipes complete with GI fittings and clamps including cutting and making good the walls etc. External work40 mm dia, nominal bore
170
434
73929.6
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Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends)20mm dia, nominal bore
5
380
1902.7
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Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends)40 mm dia, nominal bore
5
582
2911.1
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Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :25 to 40 mm nominal bore
10
642
6426.8
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Painting GI pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality20 mm dia, nominal bore
100
10
1018
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Painting GI pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality40 mm dia, nominal bore
170
17
3026
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Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work 20 mm dia, nominal bore
100
110
11033
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Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work 40 mm dia, nominal bore
170
117
20009
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Constucting brick masonary chamber 600x600x750 mm inside with FPS brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve / air valve , with CI surface box 100mm top diameter,160mm bottom diameter and 180 mm deep (inside) with chainage lid and RCC top slab with 1:2:4 mix ( 1 cement : 2 coarse sand : 4 grade stone aggrgate 20 mm nominal size) , necessary excavation , foundation concrete 1:5:10 ( 1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 ( 1 cement: 3 coarse sand) 12mm thick finished wuth a floating cost of neat cement complete as per standard design. With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
10
7655
76555.6
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P/F Chainlink fencing of 50 mm GI pipe & wire mesh 25x50mm size of 10 gauge wire upto 1.0 metre height from Ground level.
590
3263
1925541.7
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Supplying and instllation of 10 H.P coupled pumping set with electronic controller etc.or equivalent ,making connections suitable for TW/ D.C.B/ open well.the job includes screwing and welding of flanges on GI B-class riser pipes, installation of complete fittings and accessories with riser pipes,jointing of electrical cable and other connections .layout of the same along with details of product is to be got approved by the engineer-in-charge.
1
190000
190000
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