Ghaziabad Development Authority Tender
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Ghaziabad Development Authority - GDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date8 Jun 2022
Closing Date2 Jul 2022
Tender Amount₹ 3,37,96,335
Costs
EMD
₹ 67,600Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_GDAUP_706812_1Bid Award Id
ViewTender No
591/4/PA-T/2022-23 Dt. 30.05.2022 (S.no-24)Tender Authority
Ghaziabad Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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4.5 to 6.0
1366
-
400
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Providing fixing open timbering in trenches including strutting and shoring complete(measurement to be taken of the one face area timbered.(As per DSR 2018 SI no-2.20.2)-74.05-16.32%
3840
-
61.96
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Cement concrete with 4cm gauge approved stone ballast coarse sand & cement in the propotion of 8:4:1 including supply of all material labour, tools & plants required neccassary centering and shuttering etc. and supply of all materials, labour tools & plants required for proper completion of work. S.I.No.281/2020
700
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5820
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Supply, Carting, laying & jointing of following Dia. RCC NP-3; hume pipe S&S type ISI mark in site of work, lowering the same in the trenches in following depth True to alignment jointing with 1:2 cement mortar is coarse sand I/c excavation of earth below invert level of pipe. A.R
250mm dia NP3 hume pipe 0.0 to 1.50 mtr-BGL
3000
-
742
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1.50 to 3.00 mtr BGL
940
-
763
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(ii) 300mm dia NP3 hume pipe 0.0 to 1.50 mtr-BGL
100
-
1008
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1.50 to 3.00 mtr BGL
235
-
1035
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(iii) 350mm dia NP3 hume pipe 1.50 to 3.00 mtr BGL
375
-
1671
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(iv) 400mm dia NP3 hume pipe 1.50 to 3.00 mtr BGL
175
-
1970
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(v) 500mm dia NP3 hume pipe 3.00 to 4.50 mtr-BGL
135
-
2439
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4.50 to 6.00 mtr BGL
1100
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2487
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Construction of brick masonry circuler type of manhole 0.91m internal dia at bottem and 0.56m dia and depth 1.5 mtr with S.F.R.C cover and frame Iheavy duty HD-20grade designation) at top in the cement mortar 1:4 (1 cement 4 coarse sand) in side cement plaster 12 mm thick with cement mortar 1:3 (1 cement 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)finished with a floating coat of neat cement, all complete as per standerd design. DSR 19.9.1.1/2018
(11038.10-16.32%=9236.68)
261
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9236.68
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Extra for additional/substract depth for shaft circular type manhole 0.91m internal dia (at bottom) beyond 1.50m with common burnt clay F.P.S (non modular) bricks of class designation 7.5(DSR) 19.10.1/2018
(6448.40-16.32%=5396.02)
131
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5396.02
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Construction of RCC circuler type manhole 1.22m internal dia at bottem and 0.56m dia top and depth 1.65mtr. with S.F.R.C cover and frame Iheavy duty HD-20grade designation) in the cement mortar 1:4 (1 cement 4 coarse sand) in side cement plaster 12 mm thick with cement mortar 1:3 (1 cement 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)finished with a floating coat of neat cement, all complete as per standerd design. (Anlysis Rate)
180
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25220
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Extra for additional/substract depth for shaft circular type RCC manhole1.22m internal dia (at bottom) beyond 1.65m depth. (Anlysis Rate)
225
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9626
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Supply, Carting, laying & jointing of 150mm Dia, RCC NP-2; pipe S&S type ISI mark in site of work, lowering the same in the trenches in depth up to 1.50M BGL. True to alignment jointing with 1:2 cement mortar is coarse sand I/c excavation of earth below invert level of 150mm dia.DSR No.19.6.2/18
(462.60-16.32%=387.10)
3500
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387.1
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Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all material, labour, tools and plants etc. required for proper completion of the work. SOR 279(a)/2020
120
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7000
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Construction of masonry chamber 60x60x75 xcm inside in brick work in cement mortar 1:4 cement & c. sand mortar with frame and cover and RCC top slab 1:2:4 cement c.sand and stone aggregate including necessary excavation of earth in foundation and concrete 1:5:10 with stone ballast and inside plastering with 1:3 mortar cement and c sand finish with floting coat of neat cement as per standard design of the work. DSR 18.36.1(8856.70-16.32%=7411.28)
700
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7411.28
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