Gorakhpur Industrial Development Authority Tender
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Gorakhpur Industrial Development Authority Tender
Eprocure
Opening Date17 Jul 2020
Closing Date5 Aug 2020
Tender Amount₹ 12,24,92,000
Costs
EMD
₹ 24,50,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_UGIDA_493515_2Bid Award Id
ViewTender No
689/Abhi.Ni.-5/Civil/GIDA Date 13-7-2020Tender Authority
Gorakhpur Industrial Development Authority ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
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Documents
BOQ Items
Wet Mix Macadam - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
3570
-
4581
Prime Coat- Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 Kg/Sqm using mechanical means.
23800
-
21.9
Dense Graded Bituminuous Macadam (Gr-II) Providing and laying bituminous concrete with 100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 4.5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. ( Including Plastic waste material @ 8% of bitumen content)
1785
-
9749
Supply of 80mm thick I shaped mechanically compressed interlocking cement concrete pavers black manufactured by high pressure & controlled vibration machine having plan dimension 200X(600+120mm). With minimum 5mm, Thick topping of O.P. cement mixed with 25% marble power. The compressive strenth of concrete pawar blocks shall not be less than 30 MPa & 4.56 kg./no including cost of all material, labour T&P etc required for proper completion of work as directed by Engineer-in-charge but excluding U.P.T.T. which shall be paid extra as per rules. (Cement Grey/Ordinary Red) As per SI No. NS 10
6800
-
810
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorsing glass beads @250 gms per sqm area, Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35 The finished surface to be level, uniform and free from streak and holes.
793.33
-
427
Protection Work:-
-
-
-
Earthwork in excavation of foundation of structure as per drawing and technical specification, including setting out, construction of shorting and bracing, removal of stumps and other deleterious matter , dressing of sides and bottom, backfilling the excavation earth to the extend required and utilising the remaining earth locally for road work. As per Sr. No. 12.1 MoRT&H Specification 304.
1020
-
58
Concrete with 4cm. Gauge Brick Ballast Sand of 1.25 F.M. and cement in proportion of 8:4:1 in foundation and under floors including supply of all materials labour and tools and plants etc. required for proper completion for the work. As per SI No. 275
102
-
3635
Brick Masonry Work in Cement Mortar 1:4 in Foundation upto plinth complete excluding Pointing and Plastering, as per Drawing and Technical Specification.
391
-
4555
Construction of Subgrade and Earthen Shoulders (without royalty) - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Lead 5 Km)
13783.26
-
160
Construction of cement Concreate Kerb with top and bottom width 115 and 165 mm respectively 250 mm high in M-20 grade Pcc on M-10 Grade foundation 150 mm thick foundation having 50 mm projection beyond Kerb stone kerb stone laid with kerb laying machine foundation concrete laid manually all complete as per clause 408
3400
-
535
Construction of RCC Colvert (Span 1.50 Meter Length 30.00Meter)
-
-
-
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. As per Sr. No. 12.1 MoRT&H specification 304
1392
-
58
PCC M-15 - Plain / Reinforced Cement Concrete in open foundation complete as per Drawing and Technical Specification.
280.8
-
8264
M 150 Class brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials, Labour and T&P etc. Required for proper completion of work. As per SOR SI No 307
951.48
-
5065
Plain / Reinforced Cement Concrete as per Drawing and Technical Specification. RCC Grade M -20.
150
-
8788
Mild steel or iron work in plain work such as concrete or reinforced brick work ( when not included in an over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks.
147.2
-
5119
Struck pointing with cement mortar consisting of one part cement and 2 part of fine sand of 1.25 FM on brick work including supply of all materials labour and T&P etc. Required for proper completion of work. As per SOR SI No 574
68.48
-
175
(R.C.C.DRAIN WORK) -U-Shaped RCC Drain Construction of U-shaped RCC Drain (Size 1000mmx1000mm) as for Drawing and technical specification
-
-
-
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. As per Sr. No. 12.1 MoRT&H specification 304
6392
-
58
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed placed in foundation and compacted by vibration including for 14 Days
510
-
7797
Plain / Reinforced Cement Concrete as per Drawing and Technical Specification. RCC Grade M -20.
2016.2
-
8788
Mild steel or iron work in plain work such as concrete or reinforced brick work ( when not included in an over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks.
1584.4
-
5119
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