Ministry Of Road Transport And Highways has published tender for Repair And Rehabilitation Of Barapani Bridge At 42 . 40 Km On Itanagar- Bandardewa Road On Nh 415 Under Nh ( O ) Annual Plan 2018-19 In The State Of Arunachal Pradesh . . Submission Date for this Tender is 12-08-2019. Bridge Work Tenders in Naharlagun Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
|---|---|---|---|---|---|
| 1 | 1 | Excavation for Structures (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 utilizing the remaining earth locally for road work.)\n(i) Ordinary Soil\n(A) Manual Means (Depth up to 3 m) | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Itanagar Side (50m u/s + 50m d/s = 100 meter) | BI01010001010000000000000515BI0100001113 | 657.09 | Cum |
| 3 | 1.02 | Banderdewa Side (50m u/s + 50m d/s = 100 meter) | BI01010001010000000000000515BI0100001114 | 657.09 | Cum |
| 4 | 2 | Gabian Structure for Retaining Earth (Supply and installation of Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh 1m thick Gabion Boxes, Mesh Type 10x12, Zn + PVC coated, Mesh Wire dia. 2.7/3.7mm (ID/OD), mechanically edged / selvedged , with partitions at every 1m interval and shall have minimum 10 numbers of mesh openings per meter of mesh perpendicular to twist, tying with lacing wire of dia 2.2/3.2 mm (ID/OD), supplied @ 5% by weight of gabion boxes, as per detailed specification conforming to codes in vogue all complete as per directions of Engineer-In-Charge.) | BI01010001010000000000000515BI0100001115 | ||
| 5 | 2.01 | Itanagar Side (50m u/s + 50m d/s = 100 meter) | 3276 | Cum | |
| 6 | 2.02 | Banderdewa Side (50m u/s + 50m d/s = 100 meter) | 3276 | Cum | |
| 7 | 3 | Gabian Structure for Erosion Control, River Training Works and Protection works (Providing and constructing gabain structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanized steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanized steel wire.) | |||
| 8 | 3.01 | Surrounding Pier (10m x 6m) | 36 | Cum | |
| 9 | 4 | Supplying and laying of mechanically bonded polypropylene non woven geotextile as filter media below mattress & behind gabion box as per MoRTH 700 Type-I geotextile. The width of geotextile roll shall not be less than 4.5 m, at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery, materials, labour etc. complete and as directed by Engineer - In - Charge. | |||
| 10 | 4.01 | Behind Gabion Itanagar Side (100 meter) | 832 | Cum | |
| 11 | 4.02 | Behind Gabion Banderdewa Side (100 meter) | 832 | Cum | |
| 12 | 4.03 | Below Mattress Surrounding Pier (10m x 6m) | 60 | Cum | |
| 13 | 5 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification \n(A) Granular Material | |||
| 14 | 5.01 | Behind Gabion Itanagar Side (100 meter) | 1471.04 | Cum | |
| 15 | 5.02 | Behind Gabion Banderdewa Side (100 meter) | 1471.04 | Cum | |
| 16 | 6 | Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead up to 1000m (Thickness 75 mm) | BI01010001010000000000000515BI0100001116 | 501.6 | Sqm |
| 17 | 7 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications | BI01010001010000000000000515BI0100001117 | ||
| 18 | 7.01 | Wearing Coat | BI01010001010000000000000515BI0100001118 | 37.62 | Cum |
| 19 | 8 | Replacement of Expansion Joints complete as per drawings | BI01010001010000000000000515BI0100001119 | 22.8 | Mtr |
| 20 | 9 | Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement up to 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation.) | BI01010001010000000000000515BI0100001120 | ||
| 21 | 9.01 | Expansion Joint | BI01010001010000000000000515BI0100001121 | 22.8 | Mtr |
| 22 | 10 | Replacement of crash barrier. | BI01010001010000000000000515BI0100001122 | 152 | Mtr |
| 23 | 11 | Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) | BI01010001010000000000000515BI0100001123 | ||
| 24 | 11.01 | Crash Barrier | BI01010001010000000000000515BI0100001124 | 152 | Mtr |
| 25 | 12 | Replacement of Bearings complete as per Technical Specification | BI01010001010000000000000515BI0100001125 | ||
| 26 | 12.01 | Elastomeric Bearing | BI01010001010000000000000515BI0100001126 | 12 | No |
| 27 | 13 | Carrying out Survey work, NDT work, Field testing, GPR testing, Core cutting, Site visits, Execution work including Scaffolding, Form works, False works, preparation & submission of test reports to carryout reverse engineering design of superstructure for replacement of bearing works as per IRC standards & specifications directed by Engineer-in-charge. | BI01010001010000000000000515BI0100001127 | 1 | Job |
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