Ghaziabad Development Authority Tender
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Ghaziabad Development Authority - GDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date8 Dec 2022
Closing Date19 Dec 2022
Tender Amount₹ 11,64,34,623
Costs
EMD
₹ 23,28,700Document Cost
₹ 15,930Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_GDAUP_757474_1Bid Award Id
ViewTender No
600/4/PA-T/2022-23 Dt. 01.12.2022 (S.no-24)Tender Authority
Ghaziabad Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
Laying remaining sewer line and Construction of RCC drain in pocket A at Madhuban Bapudham
Laying remaining sewer line and Construction of RCC drain in pocket A at Madhuban Bapudham
Laying remaining sewer line and Construction of RCC drain in pocket A at Madhuban Bapudham
BOQ Items
d. 4.5 to 6.0
425
-
400
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%
4230
-
61.96
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
945
-
5820
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
(i)250mm dia NP3 hume pipe a. 0.0 to 1.50 mtr-BGL
5500
-
742
b. 1.50 to 3.00 mtr BGL
1245
-
763
(ii) 300mm dia NP3 hume pipe a. 0.0 to 1.50 mtr-BGL
600
-
1008
b.1.50 to 3.00 mtr BGL
1000
-
1035
b.1.50 to 3.00 mtr BGL
564
-
1671
b. 1.50 to 3.00 mtr BGL
388
-
1970
c. 3.00 to 4.50 mtr BGL
387
-
2003
(v) 500mm dia NP3 hume pipe (a) 1.50 to 3.00 mtr BGL
145
-
2399
(b) 3.00 to 4.50 mtr-BGL
145
-
2439
(vi) 600mm dia NP3 hume pipe a. 4.50 to 6.00 mtr BGL
100
-
2913
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)
558
-
9236.68
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)
280
-
5396.02
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) heavy 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.(AR)
278
-
25220
Extra for additional/substract depth for shaft circular type RCC manhole1.22m internal dia (at bottom) beyond 1.65m depth. AR
417
-
9626
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)
4800
-
387.1
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
108
-
7000
Construction of maspnry 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)
800
-
7411.28
Earth work in excavation in foundation in ordinary soil loam clay sand including dressing of side and ramming of bottoms, lift up to 1.5 m and lead upto 30 m and including filling watering and ramming of excavated soil in to trenches or space between and the sides of fdns. trenches or in to the plinth remooval and disposal of surplus excavated soil as directed engineer incharge up to a distance of 30m. SI No.251A/SOR-2020
9570
-
95
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
1335
-
5820
RCC work with cement approved Coarse sand and 2.cm. gauge approved stone grit in proportion of 1:1.5:3 foundation footing excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWGGI binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, T&P etc. required for proper completion of the work, including cost of binding wire. (Sl. No. 287/2020+difference of cement of Rs. 423.45
1276
-
7423.45
RCC work with cement approved Coarse sand and 2.cm. gauge approved stone grit in proportion of 1:1.5:3 for walls & column. excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWGGI binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, T&P etc. required for proper completion of the work, including cost of binding wire. (Sl. No. 288/2020+ difference of cement of Rs. 423.45
2518
-
8823.45
RCC work with cement approved Coarse sand and 2.cm. gauge approved stone grit in proportion of 1:1.5:3 for slab. excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWGGI binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, T&P etc. required for proper completion of the work, including cost of binding wire. (Sl. No. 284/2020+ difference of cement of Rs. 423.45
234
-
8573.5
M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authorised overlapping shall be measured and including cost of binding wire. (S.no- 504/SOR/2020)
4745
-
5600
Providing labour for cleaning of existing drains. (Sr. no.-12 of labour chapter SOR-2020 Rs.340+5%C.P =357 per day
80
-
357
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