Construction Of 18 Meter Wide Inside Road Including Drain Work Sector-13 And 15 , Gida , Gorakhpur
Tender Value
8.73 Crore
Estimated cost
Bid Submission
05 Aug 2020
0 days left
EMD
17.47 Lakhs
Bank guarantee accepted
Document Fee
2950
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gorakhpur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of 18 Meter Wide Inside Road Including Drain Work Sector-13 And 15 , Gida , Gorakhpur
BOQ
| Name of Work : Construction of 18 Meter wide Inside Road Including Drain Work Sector-13&15, GIDA, Gorakhpur. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of Embankment with approved Material obtained from borrow pits (without royalty)Construction of embankment with approved material obtained from right of way with all Lift and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.(Lead 5Km) | BI01010001010000000000000515BI0100001113 | 99973 | Cum |
| 2 | 2 | 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. | BI01010001010000000000000515BI0100001115 | 3607 | Cum |
| 3 | 3 | 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. | BI01010001010000000000000515BI0100001116 | 2505 | Cum |
| 4 | 4 | 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. | BI01010001010000000000000515BI0100001117 | 16700 | Sqm |
| 5 | 5 | 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) | BI01010001010000000000000515BI0100001118 | 1002 | Cum |
| 6 | 6 | 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. | BI01010001010000000000000515BI0100001121 | 779 | Sqm |
| 7 | 7 | 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) | BI01010001010000000000000515BI0100001122 | 7171 | Sqm |
| 8 | 8 | Construction of RCC Colvert (Span 1.50 Meter Length 30.00Meter) | |||
| 9 | 8.1 | 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 | BI01010001010000000000000515BI0100001134 | 626.4 | Cum |
| 10 | 8.2 | PCC M-15 - Plain / Reinforced Cement Concrete in open foundation complete as per Drawing and Technical Specification. | BI01010001010000000000000515BI0100001135 | 126.36 | Cum |
| 11 | 8.3 | 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 | BI01010001010000000000000515BI0100001136 | 429.34 | Cum |
| 12 | 8.4 | Plain / Reinforced Cement Concrete as per Drawing and Technical Specification. RCC Grade M -20. | BI01010001010000000000000515BI0100001137 | 64.8 | Cum |
| 13 | 8.5 | 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. | BI01010001010000000000000515BI0100001138 | 63.59 | Qtl |
| 14 | 8.6 | 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 | BI01010001010000000000000515BI0100001139 | 49.75 | Sqm |
| 15 | 9 | (R.C.C.DRAIN WORK) -U-Shaped RCC Drain Construction of U-shaped RCC Drain (Size 1000mmx1000mm) as for Drawing and technical specification | |||
| 16 | 9.1 | 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 | BI01010001010000000000000515BI0100001141 | 5076.8 | Cum |
| 17 | 9.2 | 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 | BI01010001010000000000000515BI0100001142 | 668 | Cum |
| 18 | 9.3 | Plain / Reinforced Cement Concrete as per Drawing and Technical Specification. RCC Grade M -20. | BI01010001010000000000000515BI0100001143 | 1830.32 | Cum |
| 19 | 9.4 | 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. | BI01010001010000000000000515BI0100001144 | 1436.2 | Qtl |
AI Tender Summary
Tender Timeline
Jul 17, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedAug 05, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 06, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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