Uttar Pradesh Housing And Development Board Tender
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Uttar Pradesh Housing And Development Board - UPAVP Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date15 Jan 2025
Closing Date29 Jan 2025
Tender Amount₹ 3,41,30,000
Technical
Technical
Financial
Class Of Bidder
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Class-I and above Class-I for Road work.
Bid Capacity
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The bid capacity required is Rs. 218.432 lacs, which is 80% of the estimated cost of Rs. 273.04 lacs.
Technical Capacity
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The required prior work experience for the bidder includes completing similar works with specific value and percentage requirements. The bidder should have completed at least three similar works with a value of not less than 40% of the estimated cost, which is Rs. 136.52 lacs each, or two similar completed works costing not less than 50% of the estimated cost, which is Rs. 170.65 lacs each, or one similar completed work costing not less than 80% of the estimated cost, which is Rs. 273.04 lacs. The estimated cost is Rs. 341.30 lacs. The percentages mentioned are 40%, 50%, and 80% of the estimated cost.
Costs
EMD
₹ 6,85,000Document Cost
₹ 7,080Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_UPHDB_993435_1Tender No
82/Y-12/04 Date 09-01-2025Tender Authority
Uttar Pradesh Housing And Development Board ViewPurchaser Address
-Website
http://https://upavp.in/
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Documents
BOQ Items
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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 22.50cm depth, dressing to chamber and consolidating with road roller including making good the undulations etc. and re-rolling the sub-grade and disposal of surplus earth lead upto 50 mtrs. (DSR 16.1 )
7533.55
142
1070517.46
... More
Construction of granular sub-base by providing close graded material, spreading in uniform layers with on prepared surface, mixing by mix in place method at OMC, and compacting with vibratory roller to achieve the desired density complete in all respect and as per relevant clause of MORT & H section-401.(AS PER ANALYSIS)
188.69
3690
696266.1
... More
Providing and laying 125 micron thick plastic sheet on granular sub base (GSB) layer befor laying to cement concrete with 15 cm. over laping sheet joint as per direction & approved by Engineer-in-charge. (MR)
643.68
13
8367.84
... More
Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not wrought to included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured upto floor two level as per S.I.No.504
22.79
7650
174343.5
... More
Providing and laying cement concrete on prepaired sub grade and black plastic sheet cement concrete grade M-30 marking RMC plant ratio by Mix design after its rectification & brining it to proper chamber and longitudinal including supply of RMC grade M-30 labour T & P etc. required for proper completion of work finished to required template shutting in side of road MS chanal as per required size and making every 3.0 to 4.0 per m. distance expens joints as per direction of Engineer-in-charge. add 20 bags as per Rs. 112 DSR 5.33.1.2-5.33.1.1.
31.2
7556
235747.2
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Providing and laying, spreading and compacting graded stone aggregate wet mix macadem specification including premixing the material with water at OMC in mechanicam mix plant, carriage of mix material by tipper to site, laying in uniform layers with paver in sub base / base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density. ( MORT&H Specification No. 406)
752.66
4273
3216492.51
... More
Providing and applying primer coat with bitumen VG-10 on prepared surface on granular base including cleaning of roadsurface and spraying primer @ 0.40 Kg /SqM using mechanical means. ( MORT&H Specification No. 502 Revised)
5017.75
21
106175.59
... More
Providing and laying bituminous macadem with 100-120 TPH hot mix plant producing an average output of 75 tones per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade-2nd, level and alignment and rolled as per clauses 501.6 and 501.70 to achieve the desired compaction. ( MORT&H Specification No. 507)
200.71
8401
1686164.71
... More
Providing and applying tack coat with bitumen using pressure destributor @ 0.35 kg/SqM on the prepared bituminous / granular surface cleaned with mechanical broom. (MORT&H Specification No. 503)
5017.75
17
86305.3
... More
Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder of VG-30 @ 5 per cent of 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 MoRTH specification clause No. 508 complete in all respects
125.44
9250
1160320
... More
Supply and laying of Rubber moulded Interlocking Tiles of 80 mm thick mechanical compressed cement pavers work manufactured by high pressur and controlled vibration machine. Having plant dimention 200x(160+120)mm . Including cartage upto site of work. including excavation upto 170 mm depth and levelling and dressing of surface to required level and slopes excluding cost GSB but including cost of local sand and 50mm thick Ganga/Ghagara sand. filling joint with local sand including supply of all materials, labour and T&P etc. required for proper completion of the work. (SI-MORD 1500 (6.7))
1872.12
980
1834677.6
... More
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reffectorisingh glass beads @ 250 gms per sqm area , thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC : 35. The finished surface to be level uniform and free form streaks and holes. (PWD spectification vide C.E. letter no 8548 dt.25.10.2012) (S.I.NO-01)
125.98
616
77603.68
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Part B Internal Drain Work
Earth work in exacavation in trenches for foundation and for pipes cables etc. In ordinary soil (loan clay or sand) including lift upto 1.5 m lead upto 50m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer-in- charge within a leadof 50M (S.I. No. 2.6.1 )
1401.71
161
225675.31
... More
Disposal of urplus/refuse/earth/dismantle material including cartrage of ballast, kankar, coal, grit or sand etc. Including loading and unloading but excluding stacking on pucca roads.
1401.71
124
174933.41
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Providing and laying in cement concrete in 1 : 6 : 12 (1 cement : 4 coarse sand ( FM 2.2 to 3.6) : 12 graded brick ballast 40 mm nominal size and curing complete Including, cost of form work, supply of all material, labour T&P etc. required for proper completion of the work in foundation and floors. (S.I. No. 273)
214.47
4553
976481.91
... More
Class 150 brick in 1:6 cement and coarse sand of (FM 1.50-2.00 F.M.) mortar in foundation and plinth including supply of all materials, labour T&P etc. required for proper completion of the work . (S.I. No. 6.1.2 )
824.59
6519
5375502.21
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Pointing on brick work or brick flooring with cement mortar 1:3 (1cement: 3 fine sand)
4949.73
186
920649.78
... More
RCC work in 1:1:5:3 with cement coarse sand (2.20-3.60 F.M.) and 20mm gauge stone grit in Slab including supply of all materials, labour and tools and plants etc. Required for proper completion of the work including shuttering.
12.38
9136
113103.68
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Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not wrought to included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured upto floor two level as per S.I.No.504
14.58
7650
111537
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Part C Sewer Line Work
Excavation for the following depth below ground level for laying sewer line, manholes (Gully pits), chambers sumps etc in oridinary soil (Earth, sand loam and clay) including cutting or joints pits trimming desing levelling of trenches and refilling if trenches in 20cm layer watering and ramming the same including removed of surplus earth or other dismantelied material upto the distance of 50M from the center of the trenches.
0.00 to 1.50m BGL
3998.66
211
843717.26
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1.50 to 3.00m BGL
118.12
266
31419.92
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Providing and fixing open timbering (covering 1/3 of surface area by planks) in trenches for depth upto 3.00 m below ground level consisting of 40.00 mm thick approved country wood planks for polling boards, 125mmx75mm indian sal wood wallers and 100mm dia eucalyptus ballies for strut at 1.50 m c/c including removal after laying of sewer (both sides of trenches will be taken as one side for the pupose of payments and measurements i.e. area equals to length x depth of trench). Dismantled timbering materials will be property of the contractor.
0.00 to 3.00m BGL
1772.25
368
652188
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Supply of following Dia R.C.C. S&S pipes (class NP3 ) with collars of following Dia including local cartage of pipe upto store.
250mm dia R.C.C. S&S pipes NP3 Class
2008
870
1746960
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Carting of following dia R.C.C. S&S pipes (NP3 class) and specials from store to the site of work, lowering the same into trenches in depths upto 1.50m below ground level true to alignment, caulking the joints with necessary spun yarn soaked in bitumen, and jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe, cost of all jointing materials, testing etc. complete but excluding excavation and refilling of trenches from ground level to the invert level of pipes.
250mm dia R.C.C. S&S pipes NP3 Class
0.00 to 1.50m BGL
1673.5
410
686135
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1.50 to 3.00m BGL
302.18
437
132052.66
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Providing all materials and construction 1.20x0.90M & 1.50 M deep RCC Slab Type Regtangular Manhole consist with 225 mm base concrete with 1:4:8 cement coarse sand and 40 mm stone ballast and class 150 brick work in 23 cm thick wall with 1:5 cement and coarse sand in side plaster with 1:3 cement coarse sand and mix with water proofing compoud outer side plaster with 1:3 cement coarse sand and mix with water proofing compoud, RCC work with cement concrete grade M-20, mild steel in plain work as per designe and drawing and fixing of foot step @ 30 cm center to center interval also including cost of making PCC 1:2:4 for channel in floor and also fixing of 600 mm dai medium duty manhole cover with PCC 1:24 complete in all reaspect as per direction of E/1 also clearing of site
89
28217
2511330.8
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Providing all materials and construction 1.20x0.90 & 1.00 M deep Shaft for requlating payment fo depth of the Rectungler Type manhole as per item no. 6 consisting 23cm thick wall with class 150 brick work in 1:5 cement and coarse sand in side plaster with 1:3 Cement coarse sand and mixed with water proofing compound outer side plaster with 1:3 Cement coarse sand and mixed with water proofing compound and fixing of foot step @ 30cm centre to centre interval with all respect as per direction for E/l also clearing of site.
28.77
6905
198656.85
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Providing all materials and construction for 0.60x.060m & 1.50 M deep Squar type Brick house connecting champber consist with 225mm base concrete with 1:4:8 cement coarse sand and 40 mm stone ballast and class 150 brick work in 23 cm thick wall with 1:5 cement and coarse sand in side plaster with 1:3 cement coarse sand and mix with water proofing compoud outer side plaster with 1:3 cement coarse sand and mix with water proofing compoud and fixing of foot step @30 cm center to center interval also including cost of making PCC 1:2:4 for channel in floor and also fixing of 600 mm dai medium duty manhole cover with PCC 1:2:4 complete in all reaspect as per direction of E/I also clearing of site
160
14780
2364886.4
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Providing all materials and construction 0.60x0.60 & 1.00 deep Shaft for requlating payment fo depth of the circular type manhole as per item no. 8 consisting 23cm thick wall with class-150 brick work in 1:5 cement and coarse sand in side plaster with 1:3 Cement coarse sand and mixed with water proofing compound outer side plaster with 1:3 Cement coarse sand and mixed with water proofing compound and fixing of foot step @ 30cm centre to centre interval with all respect as per direction fo E/I also clearing of site.
53.35
7356
392442.6
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Providing and laying in normal bedding on joints for base of jointing with cement concrete 1:4:8 cement coarse sand and stone grit, bedding size on joints 0.75 x 0.60 x 0.15M including supply of all material, labour T&P etc required for proper completion of the work as per direction of E/I.
1013
442
447746
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Dismantling work of C.C. road manually/by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. (SOR -8-2.5 2020)
497.62
543
270207.66
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Disposal of surplus earth received from Manhole, Chambers, Trenches, including loading, unloading cartage and disposal in low lying area as directed by the Engineer-in-charge upto 1 Km within the scheme and from the site of work and also including leveling and dressing of surface in required level and slope. S.I. No. 231(a)
2557.25
100
257515.08
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Part D Sewer Connection in manhole/chamber Work Providing all material labour for laying of R.C.C. hume pipe class-2 for Sewer connecting chamber to manhole of sewer line includign excavationof earth for laying of R.C.C. hume pipe width 75cm and depth 80 to 100cm. including cost of R.C.C. hume pipe dia 150 mm class NP-2 lowring R.C.C. hume pipe dia 150 mm NP-2 all in proper slop alingement and depth as per direction of E.I. in proper slope alingement and depth as per direction of E/I. (AR) 150mm dia RCC Hume pipe NP-2
620
651
403657.2
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Making sewer connection of sewer line with existing mainhole including breaking into & making good the wall all material T&P with cutting and repair of manhole as per direction of E/I. DSR 2021 (19.21.1)
260
538
139950.2
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Making sewer connection chamber size 0.60x0.60x0.60M in plot campus including cost of excavation base concrete 1:6:12 cement, coarse sand and brick ballast, 150 class brick work in 1:5 cement coarse sand mortar & 12mm thick plaster with neat cement, 1:2:4 flooring with RCC cover as per disign including cost of all materials labour T&P etc required required for proper completion of the work as per direction of E/I
260
5510
1432600
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Part E Water Supply Work
Excavation forpipe line in oridinary soil (Earth, sand loam and clay) with lift up to 1.50 mtrs including cutting or joints pits trimming, dressing, levelling of trenches in 20m layer watering and ramming the same including removed of surplus earth or other dismantelled material upto the distance of 50M from the center of the trenches.
1943.04
207
402209.28
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Supply of following dia PVC pipe 6.0 kg/sq cm IS4985/2000 marked of supreme/Prince/Kishan including loading, unloading, cartage etc up to working site complete as per direction of engineer in charge.
200mm dia PVC 6kg/cm pressure pipe
132.3
1729
228845.93
... More
140mm dia PVC 6kg/cm pressure pipe
573.3
841
482145.3
... More
110mm dia PVC 6kg/cm pressure pipe
1602.3
497
796343.1
... More
Supply of CI D/F sluice valve IS14846/2000 of following sizes of approved make as per direction of engineer in charge.
200 mm dia
1
20652
20652
... More
125 mm dia
3
9622
28866
... More
100 mm dia
2
7852
15704
... More
Supply of CI detachable joints for AC pressure pipe & PVC pipe IS8794/1988 class 15 with rubber rings 3 mm thik with nutt bolts
200 mm dia D Joint
2
1080
2160
... More
125 mm dia D Joint
4
675
2700
... More
100 mm dia D Joint
8
475
3800
... More
Supply of CI double orfice pnumatic air release valve IS18485 Type DK rubber float of 80 mm orfice flanged type.
4
8350
33400
... More
Supply of DI fire hydrant as per IS909 complete with duct foot bend sluice valve rised coupling and cap with chain and nutt bolts rubber packing etc.
4
12066
48264
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Supply of solvent for PVC pipe joints
28.76
602
17313.52
... More
Carting and laying of following size PVC pipe and fittings in already excavated trenches including making PVC coller joint as per direction of engineer in charge.
200 mm dia
126
57
7182
... More
140 mm dia
546
38
20748
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110 mm dia
1526
35
53410
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Cartage & fixing of following Size C.I. D/F Sluice valve labour rate including cost of trenching sluice value and flanged joints including all labour, T&P etc. complete.
200 mm dia
1
591
591
... More
125 mm dia
3
363
1089
... More
100 mm dia
2
363
726
... More
Making rubber ring joints using CI detachable joint in all class AC Pressure pipe and PVC pipe.
200 mm dia PVC Pipe
2
51
102
... More
140 mm dia PVC Pipe
4
42
168
... More
110 mm dia PVC Pipe
8
30
240
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Providing and laying cement concerete 1:2:4 cement : c sand and 20mm stone grit inlcuding of all material labour T&P etc required completion of the work and curing complete also including cost of former in foundation and floors SOR 2020-21 4.1.3
5.83
6990
40751.7
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Construction of Sluice Valve chamber in inner size 1.00x0.90x1.30 M with 100mm thick base Concrete 1:4:8 cement C Sand and 40mm brick ballast with 23cm thick wall with class 150 brick in 1:6 cement C Sand mortar and 12mm thick plaster with 1:6 cement and C Sand and also provide and 15cm thick RCC cover thickness complete finishing rate also including excavation of earth as per direction of E/I
6
16180
97080.84
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Constructing masonry Chamber 1.00x0.90x1.30 M, inside for Fire Hydrant Chamber in M-150 Brick Wall 230 mm Thick in cement mortar 1:6 (1 cement: 6 coarse sand) for fire hydrants with RCC cover (inside) with chained lid and 150 mm thick RCC top slab 1:1.5:3 mix (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). Vc necessary excavation, 100 mm thick base concrete 1:4:8 (1 cement: 4 coarse sand:8 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:6 (1 cement: 6 coarse sand) 15 mm thick, finished with a floating coat of neat cement and 40mm thick flooring in 1:2:4 Cement, Coarse sand and 20mm graded stone grit complete. Rate including excavation of earth, supply of all materials, labour and T&P
4
16180
64720.56
... More
Constructing masonry Chamber 1.00x0.90x1.30 M, inside for Air Valve Chamber in M-150 Brick Wall 230 mm Thick in cement mortar 1:6 (1 cement: 6 coarse sand) for with RCC cover (inside) with chained lid and 150 mm thick RCC top slab 1:15:3 mix (1) cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size), Vo necessary excavation, 100 mm thick base concrete 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:6 (1 cement : 6 coarse sand) 15 mm thick, finished with a floating coat of neat cement and 40mm thick flooring in 1:2:4 Cement, Coarse sand and 20mm graded stone grit complete. Rate including excavation of earth, supply of all materials, labour and T&P. For air valve chamber perforated slab shall be fixed on brick work chamber.
4
16180
64720.56
... More
Part F Water Connection from main distribution Work
Providing, laying, jointing and testing for water connection following dia CPVC pipe SDR-11 including cost of pipe and specialswith excavation of trenches 0.65M wide and 1.00M Deep including cost of all materials labour T&P etc required for proper completion of the work as per direction of E/I
20mm dia CPVC Pipe 18.9.2
680
165
112200
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Making water connection jinting & testing of following dia from existing PVC/DI/AC pressure pipe upto dia 300MM including cost of MS/CPVC clamp with nut bolt and rubber packing MTA with brass insert and CPVC elbow, socket ercavation of earth for making pits for water connection and boilting out waters and also refilling of pits including cost of all materials labour T&P etc required required for proper completion of the work as per direction of E/I
20mm dia CPVC Pipe Connection
260
1975
513500
... More
Supply fixing and testing of water connection of following dia CPVC ball valve (Plastic) IS: 15778 in existing of CPVC pipe including special CPVC chion/coupler/elbow including cost of all materials labour T&P etc required required for proper completion of the work as per direction of E/I
20mm dia CPVC Pipe Connection SOR 18.62.2
260
219
56940
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