Uttar Pradesh State Industrial Development Authority Tender
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Uttar Pradesh State Industrial Development Authority - UPSIDA Tender
Eprocure
Opening Date17 Feb 2025
Closing Soon25 Feb 2025
Tender Amount₹ 2,92,98,891
Technical
Technical
Financial
Class Of Bidder
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A class approved license is required for Electrical works.
Technical Capacity
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The required prior work experience for the bidder includes: 1. At least 03 (Three) jobs of similar nature, each with a value of not less than 40% of the estimated cost of work, completed within the last 07 (Seven) years. The value of each job should be at least 13829076.00 (40% of 34572691.00). 2. Alternatively, the bidder can have: - At least 02 (Two) jobs of similar nature, each with a value of not less than 60% of the estimated cost of work, completed within the last 07 (Seven) years. The value of each job should be at least 20743615.00 (60% of 34572691.00). - At least 01 (One) job of similar nature, with a value of not less than 80% of the estimated cost of work, completed within the last 07 (Seven) years. The value of the job should be at least 27658153.00 (80% of 34572691.00). Additionally, for works above a certain value, the required prior work experience can also be:
- One work equal to minimum 80% of bid value completed in last seven years, - Two works equal to minimum 60% of bid value completed in last seven years, - Three works equal to minimum 40% of bid value completed in last seven years. The bidder's average annual financial turnover from their core business should be at least 30% of the estimated cost of the tender during the immediate last 03 consecutive financial years, with a minimum average annual turnover of 10371807.00.
Costs
EMD
₹ 6,91,454Document Cost
₹ 7,030Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_SIDC_1007523_1Tender No
CD-1 (132) Dt. 05.09.24Tender Authority
Uttar Pradesh State Industrial Development Authority ViewPurchaser Address
-Website
http://http://www.onlineupsidc.com/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
0.34
1575
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Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :
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-
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Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:
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-
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With Chlorpyriphos E.C. 20% with 1% concentration
2.25
230
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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 I Ordinary Portland /Portland Slag ceme
1.73
7051
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Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding th
9
2817
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Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete a
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Note: 1. Initial and Routine Load Test shall not be carried out by
Dynamic method of testing.
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Note: 2. Testing agency shall submit the design of loading platform
for the approval of Engineer-in-charge
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Single pile upto 50 tonne Safe capacity
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Initial test (Test Load 2.5 times the Safe
capacity)
1
40633
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Routine test (Test Load 1.5 times the Safe
capacity
1
14564
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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 :
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-
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Cement mortar 1:6 (1 cement : 6 coarse sand)
1.01
6755
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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-5000 or more.
1.99
8001
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15 mm thick plinth plaster [1 cement : 4 coarse sand]
2.7
305
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Providing and fixing 18mm thick gang saw cut (premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base ceme
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Granite of any colour and shade
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-
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Area of slab over 0.50 Sqm.( For Counter)
1.8
3810
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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
-
-
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40 mm thick with 20 mm nominal size stone aggregate
2.25
455
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Supply and installation of TRICOLOR FLYING HIGH MAST POLE SIZE 30M.
1
450000
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LANDSCAPE
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Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).
18792.12
501
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Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment).
5637.68
285
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Supplying and stacking at site dump manure from approved source including carriage upto 5 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mm
1879.23
310
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
7516.9
35
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Spreading of sludge, dump manure or/and good earth in required thickness (cost of sludge dump manure or/and good earth to be paid separately).
7516.9
50
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Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%), flooding with water, dressing, including removal of rubbish and surplus earth, if any with all leads and lifts ( cost of manure, sludge or extra good earth if needed to be paid for separately).
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Holes 0.9 m dia. and 0.90 m deep.
376
139
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Bougainvillea named variety , Sobhra, thima, Marry Palmer, Cherry Blossom etc. well developed with freash & healthy bushy plant in full bloom 75 to 90 cm ht. plant in cement pot.
376
306
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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 good earth shall be paid for separately). With grass Turf.
37584.5
12
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HARDSCAPE
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Earth -work in exacavation in foundation in ordinary soil, loam, clay or sand including lift upto 1.5m & lead upto 30m including filling watering & ramming of excavated earth in to the trunches or in to the space between the building & the side of foundation tranches or in to the plinth removal & disposal of surplus earth as directed by engineer in charge upto a distance of 30m from the foundation trenches. (Excluding Royalty)
560.78
96
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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 :
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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)
232.43
5053
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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:
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Cement mortar 1:4 (1 cement : 4 coarse sand)
209.31
5468
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Providing and laying 60mm thick faciory made cement concrete
interlocking paver block of M -30 grade made by block making
machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge
1869.27
721
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Providing and fixing park chair as per attached quotaion.
52
7200
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Providing and laying dustbin as per attached quotation
52
1650
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RWH
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-
-
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including geting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by Engineer-in-Charge.
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-
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All kinds of soil
864
131
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
288
145
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Extra for every additional lift of 1.5 m. or part thereof in excavation/ banking excavated or stacked materials.
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-
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All kinds of soil
612
94
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Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer –in-charge, upto 90 metre depth below ground level.
-
-
-
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All types of soil
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-
-
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300 mm dia.
360
524
-
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Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer –in-charge.
-
-
-
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150 mm nominal size dia.
240
588
-
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Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
-
-
-
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150 mm nominal size dia.
120
598
-
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Supplying, filling, spreading & levelling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
27
1119
-
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Supplying, filling, spreading & levelling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer –in-charge.
27
1140
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Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
24
1501
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Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:
-
-
-
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150 mm dia
12
182
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Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.
-
-
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150 mm dia
12
1497
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315 mm OD
120
2511
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Providing and fixing of FRP manhole cover with frame internal size-1000 mm dia and suitable for 40 tone load including fix to floor with cement concrete.
12
28764
-
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Providing & Fixing of Polyrain ( make) in position Recycled poly propylene modular structure with large plates/modular and small plates/modular having more than 96% void volume ratio fixed in arrangements as per approved pattern/design to bear ultimate compressive stress of 45 t/sqm. suitable for traffic load (with adequate backfill). (the design to be approved from the Engineer-in-charge) complete as per direction of Engineer-in-charge. Big plate 684 X 408X 20 mm Small plate -406 X 365X 19 mm with ten lock on big plate ( items should be Approved by Greenpro-IGBC
312
11094
-
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Providing & Fixing of non-woven Geotextile having thickness of 400 GSM, having minimum tear Strength of 250 ASTM D4533, width wise at least 215 ASTM D4533 having puncture strength of 1550 pulse as per ASTM D6241 having elongation at break % of 57 plus as per ASTM D 4595 in Two layers, made out of long fibers to hold the modules and protect liner including cutting, sizing, head welding, and needle punched for high porosity and proper percolation. Complete as per entire satisfaction of Engineer-In-Charge.
672
575
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Providing & Fixing of duel step filter of FRP Based Green color Container with stainless steel 304 grade round double layer stainer, capable of eliminating finer particulate matter up to 600/80 microns in size, including connection with drain and pit complete as per approved design and direction of the Engineer-in- charge. Rainfilter (make) Size 750mm dia and 300mm inlet and outlet brand capacity 80Kl. (The filter should be tested by NABL Laboratory).
12
53934
-
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Providing & Fixing of Extra for FRP based extension of 750 mm dia filter dia and 600 mm height Accordance to the design , drawing and specification complete as per entire satisfaction of Engineer-in-Charge
12
13305
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IRRIGATION & TUBEWEEL
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-
-
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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 :
-
-
-
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1:2:4 ( 1cement : 2 Coarse sand : 4 graded stone aggregate 20 mm nominal size )
4
5842
-
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Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer –in-charge, upto 90 metre depth below ground level.
-
-
-
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All types of soil
-
-
-
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400 mm dia
360
734
-
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Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer –in-charge, beyond 90 metre & upto 150 metre depth below ground level.
-
-
-
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All types of soil
-
-
-
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400 mm dia
150
918
-
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Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
60
1501
-
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Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge.
-
-
-
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200 mm nominal size dia having minimum wall thickness 5.40 mm
150
1811
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Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.
-
-
-
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200 mm nominal size dia
450
1906
-
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Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
250
804
-
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Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:
-
-
-
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200 mm dia
5
238
-
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Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.
-
-
-
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200 mm clamp.
5
1701
-
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Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).
-
-
-
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200 mm dia
5
265
-
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Providing, laying, testing & commissioning of 'B' class heavy duty G.I. pipe conforming to IS 1239 including welding, fittings like elbows, tees, flanges, tapers, nuts, bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :
-
-
-
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80 mm dia.
440
990
-
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Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required :
-
-
-
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80 mm dia
17
3694
-
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100 mm dia.
5
4944
-
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Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS:5312 complete with rubber gasket, GI bolts, nuts,washers etc.as required :
-
-
-
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80 mm dia
5
5703
-
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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.
-
-
-
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25 mm nominal dia Pipes
120
263
-
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50 mm nominal dia Pipes
100
589
-
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80 mm nominal dia Pipes
1070
1606
-
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Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :
-
-
-
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With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
44
1477
-
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Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c 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 :
-
-
-
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With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
12
8055
-
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Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :
-
-
-
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25 mm diameter pipe
120
119
-
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50 mm diameter pipe
100
128
-
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80 mm diameter pipe
1070
208
-
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Supply, Lowering, installation & testing of submersible pumping set with suitable horse power motor 4 stage pump suitable for 20-30 m3 hr. at 50-60 mtr. Head respectively. With Three Phase.
5
136850
-
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Providing & fixing cable 6 sq.mm. From submersible pump to panel board.
500
264
-
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Providing & fixing Panel Board for submersible pump fitted with DOL starter ammeter, voltmeter single phase preventer standard/indo/cop make MCB of off switch push bottom duly wired and made out of 16/18 SWG sheet.
5
20837
-
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Providing and fixing forged brass ball valve of brass body with hard chrome plated steel ball inside PTFE (Teflon) seat & ring with chrome plated centre handle with female BSP threads complete in all respects.
-
-
-
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25 mm nominal bore
40
685
-
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50 mm nominal bore
4
2391
-
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