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 Date23 Jan 2025
Closing Date6 Feb 2025
Tender Amount₹ 83,21,623.17
Costs
EMD
₹ 1,67,000Document Cost
₹ 3,540Tender Fee
Refer Documents
Summary
Devlopment Work Road, Sewer, Drain And Culvert, Water Supply And Interlocking Tiles
Description
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Contact
Tender Id
2025_UPHDB_997205_1Tender No
114/SE/Meerut/G-12/01 Dated 10.01.2025Tender Authority
Uttar Pradesh Housing And Development Board ViewPurchaser Address
-Website
http://https://upavp.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
... More
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 paver finisher 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. A.R.
278.76
4099
1142835.16
... More
Surface dressing one coat on new surface with bitumen of specified grade at a rate of 1.95 kg/sqm of surface area with 1.5 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity , etc. complete : Using bitumen emulsion (minimum 50% bitumen content- RS grade conforming to IS : 8887). A.R.
1238.95
195
241793.48
... More
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. A.R.
1238.95
40
50326.15
... More
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. A.R.
49.56
10682
529418.26
... More
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. A.R.
30.98
11467
355254.48
... More
Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. A.R.
1238.95
81
101432.84
... More
Same as item no.-4 but (WMM)
19.16
4099
78550.44
... More
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 50 mm 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. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. DSR No 16.91.2
191.64
809
155180.49
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Sewer :-
Excavation for the following depth below ground level for laying Sewers, Manholes, Gully pits, Chambers etc. in ordinary soil (Earth Sand, Loam, clay) including cutting of joints, pits trimming, dressing, leveling, refilling or trenches in 20cm layers, watering and ramming the same and including disposal of surplus earth and other dismantled material upto a distance of 50m from centre of trenches. 0.00 to 1.50m BGL
289.5
443
128523.53
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1.50 to 3.00m BGL
114.49
558
63983.88
... More
open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered) D.S.R. No.-2.20.1 + 2.20.2 0.00 to 3.00m BGL
396.17
113
45155.46
... More
Siupply of following R.C.C. Non Pressure Pipe with collars, including local cartage of pipe and collars upto store and all taxes extra (as per statement). 250mm dia NP3 class
193
1075
207523.25
... More
Carting of the following size of the R.C.C. Hume Pipe NP3 class and specials from store to the site of work lowering the same into trenches is the following depth below G.L. true to alignment, caulking the same with necessary spun yarn, soaked in bitumen and jointing with 1:2 ceemnt mortar in coarse sand and cement, including excavation of earth below invert level of pipe cost of all jointing material, costing etc. complete but including excavation and refilling the trenches from G.L. to the invert level of pipe as per statement. 250mm dia. 0.00 to 1.50m BGL
93
944
87863.61
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1.50 to 3.00m BGL
100
1000
100000
... More
Provide all material and construct Slab Type Manhole, Size 0.90 x 1.20 x 3.00m as per drawing & design (250mm dia).
6
36210
217260
... More
Regulation in the cost for Slab Type Manhole, Size 0.90 x 1.20 x 3.00m as per drawing & design (250mm dia).
18.42
8857
163145.94
... More
Provide all material and construct Sewer Connecting Chamber, Size 0.60x0.60x3.00m as per drawing & design (250mm dia).
3
8309
24927
... More
Regulation in the shaft for Sewer Connecting Chamber, Size 0.60x0.60x3.00m as per drawing & design (250mm dia).
18.6
6034
112232.4
... More
Water Supply :-
Excavation for pipe line in all type of soil (loam, elay or sand) with lift upto 1.50 m and lead upto 50 m and including filling back, watering and ramming of excavated earth into the trenches and removal, disposal of surplus earth within 50 m. (Analysed)
63.91
421
26955.96
... More
Supply of following size ISI marked P.V.C. Pipe including collar pressure 6 kg/cm2 & class-III of "Approved make by U.P Housing Board" confirming to I.S. code 4985/2000 or its latest amendmenis including cartage, loading, unloading and stacking at site store complete. Aligarh SOR-2022 SI No.-32 (iii) P-87. 110mm I. dia P.V.C.pipe
83
440
36520
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Supply of I.S.I. mark specials for different type of pipes. Qty. as per chart attached (Analysed). C.I.D. Joint 110 mm dia
2
605
1210
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C.I.D. Joint 125 mm dia
4
660
2640
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Supply of necessary P.V.C fitting for 6kg/cm2 pressure class III like Tee, Socket bend P.V.C Tail Piece etc. (Analysed) PVC Tee (125 x 125 x 110 mm)
2
412
825
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Drain :-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kind of soil.
214.38
193
41396.78
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1:4:8 (1 cement : 4 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 8 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA))
47.64
3861
183967.1
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Brick work with common burnt clay modular bricks of class designation 15.0 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand).
134.98
4670
630380.9
... More
Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): Flush / Ruled! Struck or weathered pointing
849.58
190
162201.81
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Culvert :-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kind of soil.
25.57
193
4937.57
... More
1:4:8 (1 cement : 4 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 8 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA))
6.4
3861
24714.3
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Brick work with common burnt clay modular bricks of class designation 15.0 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand).
12.37
4670
57770.13
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Mild steel and Medium Tensile steel bars
4.1
7945
32574.5
... More
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-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
3.67
8535
31325.58
... More
Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): Flush / Ruled! Struck or weathered pointing
15
190
2863.8
... More
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.40 mm thick with 20 mm nominal size stone aggregate
0.27
455
123.03
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Interlocking Tiles :-
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. With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20
158.36
4148
657026.14
... More
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 interlocking 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. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern.
1377
809
1115025.75
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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 : 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
6.8
5844
39744.78
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