Uttar Pradesh Housing And Development Board Tender
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Uttar Pradesh Housing And Development Board - UPAVP Tender
Housekeeping Services
Eprocure
Opening Date13 Feb 2019
Closing Date20 Feb 2019
Tender Amount₹ 8,50,000
Costs
EMD
₹ 17,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_UPHDB_307984_1Bid Award Id
ViewTender No
279/SE-II/MEERUT/G-12/08 DATED 31/01/2019Tender 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
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M-150 brick work in 1:6 cement & coarse sand in super structure plinth including necessary cutting and moulding of brick as required, thickness of wall not less than one brick thick i/c supply of all materials labour, T&P etc. required for proper completion of the work. SI.No. 303+(305a-305)+310
17.44
-
3980
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2.50Cm thick D.P.C with cement concrete consisting of 1 Part cement 1½ Part approved coarse sand and 3 Part approved 10mm graded stone grit and including water proofing materials as ordered by the engineer incharge in the proportion as specified by the manufacture. (SI. 361)
34.36
-
275
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Mild steel or iron work of heavy sizes and sections such as holding down bolts, hold fast tie rods, gratings etc, wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding grinding and making holws as required for completion of work. (Based on SI.No. 503)
14.24
-
6000
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Same As Item No. 6 But M.S. Gril & Stair Railing (SI. 502A)
3.63
-
5950
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12 mm thick plaster with cement and course sand of 1.50 to 1.75 finesess modules in 1 : 6 over brick work minimum thickness not to be less than 1cm, including supply of all materials, labour, tools & plants etc. required for proper completion of the work. SI. 586+(582a-582)
272.36
-
130
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Cast cement concerete Door sills, Chaukhat, boundary post, shelves and similar small work with cement approved coarse sand with 2 cm graded stone grit in proportion 1:2:4 excluding supply of reinforcement and its fixing and binding the same with 24BWGGI binding wire, moulds, all materials, labour, T&P etc. required proper completion of work. The Rates excludes making of drip course which shall be paid extra.SI. 282
4.65
-
5450
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Painting or varnishing work in small area as or new wood/steel work with one coat ready mixed priming paint and two coat of approved superior quality of Ready mixed paint or varnish including supply of all materials, labour & tools and plants etc. required for proper completion of work. Paint to be used should be confirm the ISI no. 103-1950 (Based on S.I.No. 641+642)
48.6
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82
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Finishing wall 2 coat with sandtex matt/APEX weather coat paint of approved make and quality on new wall i/c one priming coat to give an even shade including supply of all materials, labour, tools & plants etc. required for proper completion of work. (New Item Chapter-15)
335.35
-
76
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Providing R.C.C Benches 3 Seater or 1.50 m with Long 45 cm leg Back and also including supply of all materials, labour and tools and plants etc. required for proper completion of the works as per direction of Engineer-in-Charge.
12
-
5600
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Excavation in foundation in ordinary soil (Loam, clay or sand) i/c filling, watering and ramming of excavated earth into the trenches into the space between the building and the sides of foundation disposal of surplus earth as per direction by E/I upto a distance 30 m from the foundation trenches (SOR-2018, S.I. No. 251(a)
41.36
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82
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Cement Concrete with 4 cm Gauge approved Stone ballast,coarse sand (FM 2.20-3.60) & cement in proportion of 8 : 4 : 1 in foundation including supply of all materials, labour and T & P etc. Required for proper completion of the work. (SOR-2018, S.I. No. 281
12.16
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4100
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Construction of granular sub base by providing coarse graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with Vibratory roller to achieve the desired density complete as per clause 401 MORT & H-401 by mixing at place Method. (AR)
27.49
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2596.15
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M - 150 class brick work in cement and coarse sand (FM 1.75-2.20) mortar in proportion 1:6 in foundation and plinth including supply of all material labour and T&P etc. required for proper completion of work. (SOR-2018, S.I. No.[303+{305(a)-305}]
34.06
-
3600
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Cement Concrete with 2 cm gauge approved stone ballast, coarse sand(FM 2.20-3.60) & cement in the proportion of 4:2:1 including supply of all materials, labour and T & P etc. Required for proper completion of the work{SOR-2018, S.I. No. 279(a)}
4.86
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5050
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12 mm thick plaster with cement & approved coarse sand (F.M.- 1.50-1.75) mortar in 1:6 over brick work minimum thickness not to be less than 10mm i/c supply of all materials labour T&P etc. required for proper completion of work. (SOR-2018, S.I. No. {586+(582a-582)}
111.91
-
130
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Supply and laying of 60 mm thick Precast concrete I-Shape' Interlocking paver blocks ISI mark confirming to IS: 15658-2006 with top layer of minimum 5 mm thickness having plan dimension [200x(160+120)] mm of O.P Cement smooth high gloss finish, skid resistant manufactured from rubber moulds through vibro. compression mechanism. .The compressive strength of concrete paver block shall not be less than 35Mpa and weight 4kg per including cost of materials, with a blanket layer of 4.00 cm, thick fine sand including labour, T&P etc required for proper completion of the work as directed by Engineer-in-charge. (New Item13, Chapter-20)
364.95
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560
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