Uttar Pradesh Housing And Development Board Tender
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Uttar Pradesh Housing And Development Board - UPAVP Tender
Civil And Construction
Building Construction
Eprocure
Opening Date15 Jan 2025
Closing Soon28 Jan 2025
Tender Amount₹ 2,82,19,000
Costs
EMD
₹ 5,65,000Document Cost
₹ 5,310Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_UPHDB_993531_1Tender No
82/Y-12/04 Date 09.01.2025Tender Authority
Uttar Pradesh Housing And Development Board ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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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
1868
870
1625160
... More
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 (a) 0.00 to 1.50m BGL
1529.32
410
627021.2
... More
(b) 1.50 to 3.00m BGL
338.72
437
148020.64
... More
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 inside plaster with 1:3 cement coarse sand and mix with water proofing compoud, RCC work with cement concrete grade M-20, mild stee/TMT Barl 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/I 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 inside 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.
8.11
6905
-55999.55
... More
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 inside 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
133
14780
1965811.82
... More
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 inside 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.
8.38
7356
-61643.28
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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.
934
442
412828
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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.
210.28
543
114182.04
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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.
2087.61
100
210222.33
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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. (a) 150mm dia RCC Hume pipe NP-2
1938
651
1261754.28
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Making sewer connection of sewer line with existing manhole including breaking into & making good the wall floor with cement concrete 1:2:4 mix (1 cement :2 coarse sand :4 graded 20mm nominal size) cement plaster on both side with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat of neat cement and making necessary channels of the drain etc. all material T&P with cutting and repair of manhole as per direction of E/I.
408
538
219614.16
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Making sewer connecting 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 cement mortar 1:3 (1 cement : 3 coarse sand) with floting coat neat cement, 1:2:4 flooring with RCC cover in cement, concrete 1:1.5:3 and rainforcement 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
408
5510
2248080
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(B) Laying and Jointing of Water Supply and connection Excavation for pipe 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.
1440.11
207
298102.77
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Supply of following outer 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. (a) 200mm dia PVC 6kg/cm pressure pipe
126
1730
217980
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(b) 140mm dia PVC 6kg/cm pressure pipe
416.41
841
350200.81
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(c) 110mm dia PVC 6kg/cm pressure pipe
1162.82
497
577921.54
... More
Supply of CI D/F sluice valve IS14846/2000 of following sizes of approved make as per direction of engineer in charge. (a) 200 mm dia
1
20652
20652
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(b) 125 mm dia
3
9622
28866
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(c) 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. (a) 200 mm dia D-Joint
2
1080
2160
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(b) 125 mm dia D-Joint
4
675
2700
... More
(c) 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
21.73
602
13081.46
... More
Carting and laying of following size PVC pipe and fittings in already excavated trenches including cost of all consumble materials and fittings and making PVC coller joint as per direction of engineer in charge. (a) 200 mm dia
120
57
6840
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(b) 140 mm dia
396.58
38
15070.04
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(c) 110 mm dia
1107.45
35
38760.75
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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 fitting, labour, T&P etc. complete. (a) 200 mm dia
1
591
591
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(b) 125 mm dia
3
363
1089
... More
(c) 100 mm dia
2
363
726
... More
Making rubber ring joints using CI detachable joint in all class AC Pressure pipe and PVC pipe. (a) 200 mm dia PVC Pipe
2
51
102
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(b) 140 mm dia PVC Pipe
4
42
168
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(c) 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.
5.01
6990
35019.9
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Construction of Fire Hydrent/Air Valve chamber/Sluice Valve in Inner Size 0.90x1.00x1.50 M with 100mm thick base conceret 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 1:3 cement and C Sand and 40mmthick flooring with 1:2:4 cement C Sand and 20mm graded stone grit and also provide and fixing pre-cast RCC cover thickness 120mm for Air Valve chamber perforated slab shall be fixed on brick work chamber complete finishing rate also including excavation of earth as per direction of E/I
14
16180
226521.96
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Providing, laying, jointing and testing for water connection following dia CPVC pipe SDR-11make superem/Prince/Kisan approved other make 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 (a) 20mm dia CPVC Pipe
3264
165
538560
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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 (a) 20mm dia CPVC Pipe Connection
408
1975
805800
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Providing and fixing PTMT Ball cock of approved quality colour and make complete with Epacy coated aluminium rod with L.P./H.P.H.D. plastic ball. 20mm nominal bore 120 mm long. Weighing not less than 198 gms.
408
219
89352
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(C) Construction of Road and Drain work 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.
4285.93
142
609030.65
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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.
321.43
3690
1186076.7
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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 (Drain)
1009.75
161
162569.75
... More
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 (Drain)
35.28
4553
160629.84
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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 (Drain).
681.24
6519
4441003.56
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12 mm thick plinth plaster 1:4 cement & coarce sand mortor finished with a floating coat of neat cement including supply of all materials laour T & P etc. required for proper completion of the work. (Drain).
2991.84
186
556482.24
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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 E/I.
8975.52
13
116681.76
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Providing and laying cement concrete thick 150mm 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.DSR-5.33.1.2
642.91
7627
4903828.17
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