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₹ 1,06,13,000
Costs
EMD
₹ 7,30,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_UGIDA_493515_8Bid 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
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal of earth in immediate vicintiy. (With Royalty & without lead)-Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts.
354.9
-
32
Granualr Sub-Base with close graded material (By mix in place method)-Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
470.9
-
4419
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.
341.3
-
4578
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.
3185
-
20.2
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)
159.3
-
9747
Tack Coat (for BC)- Providing and applying tack coat with bitumen VG 10 using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
3185
-
10.3
Bituminous Concrete (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) @ 5.4 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. 509 complete in all respects. ( Including Plastic waste material @ 8% of bitumen content)
79.6
-
10384
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
1365
-
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.
106.2
-
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.
273
-
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
27.3
-
3635
Brick Masonry Work in Cement Mortar 1:4 in Foundation upto plinth complete excluding Pointing and Plastering, as per Drawing and Technical Specification.
104.7
-
4555
(R.C.C. DRAIN WORK)- U-Shaped RCC Drain Construction of U-shaped RCC Drain (Size 450mmx600mm) 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
345.8
-
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
45.5
-
7797
Plain / Reinforced Cement Concrete as per Drawing and Technical Specification. RCC Grade M -20.
124.67
-
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.
97.83
-
5119
Drain Maintenance Work
-
-
-
M 150 class brick in 1:4 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.
41.9
-
4555
Concrete with 4cm (1½"), Gauge brick ballast, fine sand of fineness modulus and cement in proportion of 8:4:1 in foundation and under floor,including supply of all materials, labour and T&P etc required for proper completion of work. As per SOR SI no 275
15.4
-
3390
Cement concrete with 4 cm (1½") gauge approved stone, ballast approved coarse sand and cement in the proportion of 4:2:1 including supply of all material, labour and T&P etc. required for proper completion of work.
10.2
-
6460
12mm Thick plaster with cement mortar in proportion of 1:3 cement and coarse sand of 1.25 FM over brick work minimum thickness not be less than 10mm including supply of all materials, labour and T&P etc. required for proper comletion of the work. (including racking & washing surface) As per SOR SI No 582
546
-
142
Damp Prouf Courase(D.P.C)- 2.5 Cm thick and cement concrete consisting of 1 part cement and 1½ parts approved coarse sand and 3 parts approved 13 mm (½") graded stone grit and including water proofing materials as ordred by the Engineer-in-Charge in the proportion as specified by the manufacturers.
209.3
-
285
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