Uttar Pradesh Housing And Development Board Tender
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Uttar Pradesh Housing And Development Board - UPAVP Tender
Eprocure
Opening Date19 Nov 2018
Closing Date4 Dec 2018
Tender Amount₹ 45,00,000
Costs
EMD
₹ 90,000Document 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
2018_UPHDB_274209_1Bid Award Id
ViewTender No
2242/UPHDB/Circle-6/ENG-24/119 Date-16.11.2018Tender 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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Provide all material and construction of 0.6x0.6 and 1.50 mt deep deep internall size sewr connecting chamber including excavation and folling of earth and disposal of surplus earth up to the distance of 50mt. Including verrtical intervals embedded in 1:2:4 P.C.C black in wall brick masnory walls with M-125 brick in 1:6 cement and coarse sand and class M-125 brick work in 1:3 cement and coarse sanrr in arch over pipe and flush pointing inner side ( surface) with 1:2 cement course sand and 40 mm gauge stone ballast excluding timbring if necessary C.D foot step manhole cover and frame shall be supplied by parishad or parishad store free of cost to conttractor, chamber shal be made as per specified drawing and specification shall be as per direction of enginer in charge.
6
56112
9352
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Same as above item 4 but shaft of connecting chamber of size 0.60x0.60x1.50 M (Deducted for shoft)
0.75
-3486
4649
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Excavation for pipe line in ordinary soil including lift up to 1.50 mt and lead up to 30.00 mt including filling watering and ramming of excavated earth in to the trenches or in to the space between the building and the sides of foundation trenches or in to the plinth and removal and disposal of surplus earth as directed by the Engineer in charge. up to a distance of 30m from the foundation trenches.
56
7280
130
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Supply the fofollowing dia C.I pipe ISI mark including all type of taxes and catage up to kalindi vihar yoja including loading ,unloding , stacking etc. complete
50
192950
3859
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Supply thesuitable C.I fitting as per requirement for laying and jointing at W/S rising main as per I.S standard.
-
-
-
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10 % cost of item No 8 (192950)
5
19295
3859
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Cartage of C.I pipe and special of 200 mm diameter from store to the site of work lowering them in to the trenches and laying true to alignment and gradient including testing of pipe line and excluding cost of trenching and cutting of pipe etc for making up length and making joints
50
4483
89.66
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Excavation in foundation in ordinary soil including lift up to 1.50 mt and lead up to 30.00 mt including filling watering and ramming of excavated earth in to the trenches or in to the space between the building and the sides of foundation trenches or in to the plinth and removal and disposal of surplus earth as directed by the Engineer in charge. up to a distance of 30m from the foundation trenches.
815.12
105965
130
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Extra for every additional lift of 1.5 mt. Or part therefor all kind of siol.1.50MT TO3.00MT
815.12
109226
134
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Extra for every additional lift of 1.5 mt. Or part therefor all kind of siol.3.00MT TO4.50MT
815.12
113301
139
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Extra for every additional lift of 1.5 mt. Or part therefor all kind of siol.4.50MT TO6.00MT
373.98
54601
146
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Providing and laying cement concrete in 1:4:8 ( 1 cement :4corse sand :8 graded stone aggregate 40mm nominal size ) and curing complete, including cost of form work in foundation and floors.
78.57
400707
5100
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R.C.C. work with cement, approval coarse sand and 20mm gauge stone grit in proportion of 1:1½:3 (one cement : 1½ c.sand : 3 stone grit of 20mm nominal size) in Raft foundation excluding supply of reinforcement and its bending but including its fixing and binding the same with 24B.W.G.G.I. binding wire and necessary centering and shuttering etc and also including supply of all materials labour & T&P etc. required for proper completion of works.si no 285 P-17
76.06
516447
6790
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R.C.C. work with cement, approval coarse sand and 20mm gauge stone grit in proportion of 1:1½:3 (one cement : 1½ c.sand : 3 stone grit of 20mm nominal size) in column excluding supply of reinforcement and its bending but including its fixing and binding the same with 24B.W.G.G.I. binding wire and necessary centering and shuttering etc and also including supply of all materials labour & T&P etc. required for proper completion of works.si no 285 P-17
3.11
27057
8700
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R.C.C. work with cement approved course sand and 2cm gauge approved stone ballast in the proportion of the 1:1:2 (one part cement 1 part approved course sand and 2part stone ballast with proper mixing excluding reinforcement and its bending and including its fixing and binding the same with the 24 BWGI binding wire and including necessary centering and shuttering etc. and also including supply all material , labor and tools and plants etc. required to proper completion of the plinth beam work. Strength of the concrete shell not be less then M-25 grade.
4.18
33440
8000
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R.C.C. work with cement approved course sand and 2cm gauge approved stone ballast in the proportion of the 1:1:2 (one part cement 1 part approved course sand and 2part stone ballast with proper mixing excluding reinforcement and its bending and including its fixing and binding the same with the 24 BWGI binding wire and including necessary centering and shuttering etc. and also including supply all material , labor and tools and plants etc. required to proper completion of the Saptic tank chamber wall work. Strength of the concrete shell not be less then M-25 grade.
94.86
758880
8000
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M-150 brick work in 1:6 cement and courses and mortar including necessary cutting and molding of brick work as required and also honey combed brick work in Sock pit of Stilt floor electric room and stair's partition wall .including supply all material and labor and T&P. required for proper completion of the work.
190.6
857700
4500
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R.C.C. work with cement, approval coarse sand and 20mm gauge stone grit in proportion of 1:1½:3 (one cement : 1½ c.sand : 3 stone grit of 20mm nominal size) in lighter beam excluding supply of reinforcement and its bending but including its fixing and binding the same with 24B.W.G.G.I. binding wire and necessary centering and shuttering etc and also including supply of all materials labour & T&P etc. required for proper completion of works.si no 285 P-17
3.8
33060
8700
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R.C.C. work with cement, approval coarse sand and 20mm gauge stone grit in proportion of 1:1½:3 (one cement : 1½ c.sand : 3 stone grit of 20mm nominal size) in havier beam excluding supply of reinforcement and its bending but including its fixing and binding the same with 24B.W.G.G.I. binding wire and necessary centering and shuttering etc and also including supply of all materials labour & T&P etc. required for proper completion of works.si no 286 P-17
0.84
7518
8950
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R.C.C. work with cement, approval coarse sand and 20mm gauge stone grit in proportion of 1:1½:3 (one cement : 1½ c.sand : 3 stone grit of 20mm nominal size) in Slab excluding supply of reinforcement and its bending but including its fixing and binding the same with 24B.W.G.G.I. binding wire and necessary centering and shuttering etc and also including supply of all materials labour & T&P etc. required for proper completion of works.si no 284(A) P-16
39.97
333749
8350
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Supply and fixing ferro cement manhol cover cicular types of 600 mm to complete in position as per direction of engineer incharge.
13
26013
2001
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12 mm thick cement plaster on brick walls in single coat of fair side of brick wall for interior plastering including internal angels chamfer’s and rounded angle not exceeding 80 mm in girth and finished even and smooth no extra for mixing any additive. In 1:6 cement and course sand mortar including supply all material and labor and T&P.
104.8
14148
135
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15 mm thick cement plaster on brick walls in single coat of fair side of brick wall for interior plastering including internal angels chamfer’s and rounded angle not exceeding 80 mm in girth and finished even and smooth no extra for mixing any additive. In 1:6 cement and course sand mortar including supply all material and labor and T&P.
137.36
20604
150
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Pointing on brick work with cement mortar 1:3 (1 cement :3 Coarse Sand)
261.19
28730
110
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Dismentlling brick work in lime or cement mortar and including staking of materials as directed by engineer in charg with in the distance 60mt.
1.38
654
474
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Providing & fixing of ferro cement/c.i/proplene foot rest step in wall including cost of cutting and making good the work
259
42735
165
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Mild steel or iron work in plain work such as rainforced concreet or reinforced brick work ( when not including in and an over all rate) brought to required shape as necessary including bending for proper complition of the work and including the supply of steel and its waisting bend ,hoks ,binding wire and authorized over lapping shall be measured upto floor to level
122.34
704800
5761
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S/f 100 mm dia I.S.I Make (working presure 6Kg/sqmt)P.V. C Pipe for proper un wanted gass outlet
11.6
4118
355
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