Bareilly Development Authority Tender
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Bareilly Development Authority - BDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date25 Jan 2024
Closing Date5 Feb 2024
Tender Amount₹ 1,62,58,767
Costs
EMD
₹ 3,25,200Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_BDAUP_885484_1Bid Award Id
ViewTender No
T-03/2024/01Tender Authority
Bareilly Development Authority ViewPurchaser Address
-Website
http://http://www.bdainfo.org/
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Documents
BOQ Items
R.C.C. work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast in the proportion 1:2 : 4 (1 cement : 2 C. sand : 4 stone aggregate) in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 B WG binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works strength of the concrete shall not beless than M-20.
but in R.C.C Column Footing 1 : 1.5 : 3 P.W.D. SOR Item No. 287+diff
11.18
90669
8110
As in item 7 above but in R.C.C Plinth Band 1 : 1.5 : 3
P.W.D. SOR Item No. 285+diff
1.94
17246
8890
As in item 7 above but in R.C.C Column 1 : 1.5 : 3 P.W.D. SOR Item No. 289
24.44
206762
8460
As in item 7 above but in R.C.C Tie Band 1 : 1.5 : 3 P.W.D. SOR Item No. 283A
2.59
21820
8425
As in item 7 above but in R.C.C Beam 1 : 1.5 : 3
P.W.D. SOR Item No. 286+diif
2.59
21937
8470
As in item 7 above but in R.C.C. Slab in 1:1.5:3 having strength not less than M- 20. P.W.D. SOR Item No. 284A
1.35
11367
8420
Mild Steel Reinforncement
77.12
684054
8870
25m thick damp proof coarse with cement concreat consistion of 1 part cement 1.5 approved coarse sand 3 part graded stone great and including water proofing material as dirated by Engr.-in- charge in the proportion as spacified by the manufacture. P.W.D. SOR Item No. 361a
6.75
2531
375
Bitumen painting on D.P.C. with two coats of air blown bitumen 85/50 or 85/25 @ about 1.70 kg/ Sqm. Inclucing cost of fule if any. P.W.D. SOR New Item 1, Ch-7
6.75
1113
165
Class 150 Brick work in 1:4 cement and Coarse Sand of 1.25 finentss modulusbut in Foundation plinth level including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall more than 12 cms. P.W.D. SOR Item No. 305
2.15
11309
5260
Class 150 Brick work in 1:4 cement and Coarse Sand of 1.25 finentss modulusbut in Super-structure above plinth level upto floor two level including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall more than 12 cms. P.W.D. SOR Item No. 305+309+310
20
119800
5990
12mm Thick (1:3) Plaster with cement & coarse sand
P.W.D. SOR Item No.583
153
32895
215
Extra for additional height in centering, shuttering where ever required
with adequate bracing, propping etc., including cost of de-shuttering
and decentering at all levels, over a height of 3.5 m, for every additional
height of 1 metre or part thereof (Plan area to be measured).
5.11.1 Suspended floors, roofs, landing, beams and balconies
(Plan area to be measured)
73.75
21022
285.05
Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be
paid for separately).
Whitesand stone - 30mm thick gang saw cut stone
D.S.R. 8.20.2
175.95
386099
2194.37
Stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade :
White sand stone
D.S.R. Item No. 7.12.2.2
11.88
932681
78508.52
Extra for stone work ashlar sunk or moulded or sunk and moulded or carved in : Circular or polygonal pillars
D.S.R. 7.21.2
11.88
95095
8004.68
Providing and fixing Ornamentol Stone Jhallar size as per drawing with all complete fitting excluding dowels and anchor bolts. M.R.
37.8
359100
9500
Extra for stone work ashlar sunk or moulded in cornices
D.S.R. 7.22
234
49788
212.77
Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge. dsr 8.22
500
155635
311.27
Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing
adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2
coarse sand), including making the necessary chases.
D.S.R. 8.16
1500
48000
32
Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150 gms Aluminium Zinc Alloy coated steel having minimum yield strength 300- 550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875- 1987, ISO 800-1984 and IS: 801- 1975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PRO-V8i/ArchitekV2.5.16/ Revit architecture2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, L-Shaped Angles for better structural stability.
9000
1566900
174.1
Providing and fixing of sculpture/mural of nath nagari theme size approximately 4.8 meter dia made of FRP with marble dust with internal MS framing as per required design and size for Art Work also including Sculpture design digital model, making clay modelling, mould making Casting finishing loading and unloading of Art Work, complete in all respects as directed by engineer in charge, including maintenance for one year
2
2000000
1000000
ENTRY GATE WITH MS ARCH AND GRC JAALI CLADDING
Earth work in exacavation in trenches for foundations land for pipes cables etc. in ordinary soil( loan clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavaated earth as directed by the Engineer i/c with in a lead of 50m. P.W.D. SOR Item No. 251
31.1
5598
180
Filling of available excavated earth in trenches, plinth, sides of foundation, etc. in layers not exceeding 20 cms in depth consolidating each deposited layer by ramming and watering including lead upto 50m and lift upto 1.5 .m.SOR 253a
10.37
1555
150
Providing & laying cement concrete 1 : 4 : 8 ( 1 cement : 4 Coarse sand : 8 graded stone ballast 40mm nominal size) in foundation and plinth/under floors and curing complete, including cost of form work in foundations & floors.P.W.D. SOR Item No. 281
2.59
17404
6720
R.C.C. work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast in the proportion 1:2 : 4 (1 cement : 2 C. sand : 4 stone aggregate) in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 B WG binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works strength of the concrete shall not beless than M-20.but in R.C.C Column Footing 1 : 1.5 : 3 P.W.D. SOR Item No. 287+diff
11.26
91318
8110
Mild Steel Reinforncement
15.47
137218
8870
Providing & Fixing GFRC JALI incl MS tubular section framework for installing the GRC jaali
153
765000
5000
Providing and fixing of sculpture/mural of nath nagari theme size approximately 4.8 meter dia made of FRP with marble dust with internal MS framing as per required design and size for Art Work also including Sculpture design digital model, making clay modelling, mould making Casting finishing loading and unloading of Art Work, complete in all respects as directed by engineer in charge, including maintenance for one year
2
2000000
1000000
Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150 gms Aluminium Zinc Alloy coated steel having minimum yield strength 300- 550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875- 1987, ISO 800-1984 and IS: 801- 1975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PRO-V8i/ArchitekV2.5.16/ Revit architecture2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, L-Shaped Angles for better structural stability. (DSR NEW TECHNOLOGY -iterm C)
9000
1566900
174.1
Mild steel or iron work in heavy sizes such as trusses; builts up gates, door, frames, record racks roof work, gates etc. wrought to required form including drilling holes, rivetting or welding where necessary, and also including supply of steel, bolts, nuts etc. & their fixing required for proper completion of the work.PWD SOR ITEM No. 503
96.74
900619
9310
ENTRY GATE (ONLY CENTER Column)
Earth work in exacavation in trenches for foundations land for pipes cables etc. in ordinary soil( loan clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavaated earth as directed by the Engineer i/c with in a lead of 50m. P.W.D. SOR Item No. 251
10.37
1866
180
Filling of available excavated earth in trenches, plinth, sides of foundation, etc. in layers not exceeding 20 cms in depth consolidating each deposited layer by ramming and watering including lead upto 50m and lift upto 1.5 .m.SOR 253a
3.46
519
150
Providing & laying cement concrete 1 : 4 : 8 ( 1 cement : 4 Coarse sand : 8 graded stone ballast 40mm nominal size) in foundation and plinth/under floors and curing complete, including cost of form work in foundations & floors.P.W.D. SOR Item No. 281
0.86
5779
6720
R.C.C. work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast in the proportion 1:2 : 4 (1 cement : 2 C. sand : 4 stone aggregate) in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 B WG binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works strength of the concrete shall not beless than M-20.but in R.C.C Column Footing 1 : 1.5 : 3 P.W.D. SOR Item No. 287+diff
3.73
30250
8110
As in item 7 above but in R.C.C Plinth Band 1 : 1.5 : 3P.W.D. SOR Item No. 285+diff
0.32
2844
8890
As in item 7 above but in R.C.C Column 1 : 1.5 : 3 P.W.D. SOR Item No. 289
8.15
68949
8460
As in item 7 above but in R.C.C Tie Band 1 : 1.5 : 3 P.W.D. SOR Item No. 283A
0.86
7245
8425
As in item 7 above but in R.C.C Beam 1 : 1.5 : 3P.W.D. SOR Item No. 286+diif
0.86
7284
8470
As in item 7 above but in R.C.C. Slab in 1:1.5:3 having strength not less than M- 20. P.W.D. SOR Item No. 284A
0.45
3789
8420
Mild Steel Reinforncement
25.32
224588
8870
25m thick damp proof coarse with cement concreat consistion of 1 part cement 1.5 approved coarse sand 3 part graded stone great and including water proofing material as dirated by Engr.-in- charge in the proportion as spacified by the manufacture. P.W.D. SOR Item No. 361a
2.25
843
375
Bitumen painting on D.P.C. with two coats of air blown bitumen 85/50 or 85/25 @ about 1.70 kg/ Sqm. Inclucing cost of fule if any. P.W.D. SOR New Item 1, Ch-7
2.25
371
165
Class 150 Brick work in 1:4 cement and Coarse Sand of 1.25 finentss modulusbut in Foundation plinth level including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall more than 12 cms. P.W.D. SOR Item No. 305
0.72
3787
5260
Class 150 Brick work in 1:4 cement and Coarse Sand of 1.25 finentss modulusbut in Super-structure above plinth level upto floor two level including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall more than 12 cms. P.W.D. SOR Item No. 305+309+310
6.67
39953
5990
12mm Thick (1:3) Plaster with cement & coarse sandP.W.D. SOR Item No.583
51
10965
215
Extra for additional height in centering, shuttering where ever requiredwith adequate bracing, propping etc., including cost of de-shutteringand decentering at all levels, over a height of 3.5 m, for every additionalheight of 1 metre or part thereof (Plan area to be measured).5.11.1 Suspended floors, roofs, landing, beams and balconies(Plan area to be measured)
36.88
10512
285.05
Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall bepaid for separately).Whitesand stone - 30mm thick gang saw cut stoneD.S.R. 8.20.2
58.65
128699
2194.37
Stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade :White sand stoneD.S.R. Item No. 7.12.2.2
11.88
932681
78508.52
Extra for stone work ashlar sunk or moulded or sunk and moulded or carved in : Circular or polygonal pillarsD.S.R. 7.21.2
11.88
95095
8004.68
Providing and fixing Ornamentol Stone Jhallar size as per drawing with all complete fitting excluding dowels and anchor bolts. M.R.
12.6
119700
9500
Extra for stone work ashlar sunk or moulded in cornicesD.S.R. 7.22
63
13404
212.77
Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge. dsr 8.22
500
155635
311.27
Providing and fixing copper pins 7.5 cm long 6 mm diameter for securingadjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2coarse sand), including making the necessary chases.D.S.R. 8.16
1500
48000
32
Providing and fixing of sculpture/mural of nath nagari theme size approximately 4.8 meter dia made of FRP with marble dust with internal MS framing as per required design and size for Art Work also including Sculpture design digital model, making clay modelling, mould making Casting finishing loading and unloading of Art Work, complete in all respects as directed by engineer in charge, including maintenance for one year
2
2000000
1000000
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