Ro-Aizawl/Maint/2021-2022/Dc/1 Special Repairs Of Nh-6 From Dulte To Champhai From Km 69 . 000 To Km 150 . 000 With Total Length 81 . 000 Km Package-1 In The State Of Mizoram In Fy 2021-22 On Item Rate And Work Order Basis, Aizawl-Mizoram
TDR : 28198241
Tender Notice
BOQ
Expired
Aizawl
Mizoram
Ro-Aizawl/Maint/2021-2022/Dc/1 Special Repairs Of Nh-6 From Dulte To Champhai From Km 69 . 000 To Km 150 . 000 With Total Length 81 . 000 Km Package-1 In The State Of Mizoram In Fy 2021-22 On Item Rate And Work Order Basis
Name of Work: Special Repairs of NH-6 from Dulte to Champhai (km 69.000 to km 150.000) [Total Length 81.000 km] (Package-1) in the State of Mizoram in FY 2021-22 (Item Rate & Work Order Basis
Sl.No.
Item Description
Item Code / Make
Quantity
Units
1
1
Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means (Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. )
1560.87
Sqm
2
2
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)\nA. By Manual Means\n(ii) Grading - 2 (53 mm to 22.4 mm)\n(b) Using Screening Type-B (11.2mm Agg.)
234.13
Cum
3
3
Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)
BI01010001010000000000000515BI0100001113
1560.87
Sqm
4
4
Construction of Retaining wall Type-I at km 73.200, 75.250, 76.850, 77.250, 86.200, 88.500, 90.150 as per Analysis enclosed in additional documents
BI01010001010000000000000515BI0100001116
70
m
5
5
Construction of Retaining wall of 3.0 m height and 10.0 m length as per IRC SP-48-1998 at km 129.800, 117.700, 120.400, 131.000, 136.500 as per Analysis enclosed in additional documents
60
m
6
6
Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually) from km 69.0 to km 92.300 & km 105.950 to km 150.00\nThis item shall be only executed upon instruction from Engineer at specified locations on need basis - Lumpsum quantity considered
40000
m
7
7
Hiring of Dozer D - 80 - A 12\nThis item shall be only executed upon instruction from Engineer at specified locations on need basis - Lumpsum quantity considered
200
Hour
8
8
Land Slide Clearance in soil (Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side)\nThis item shall be only executed upon instruction from Engineer at specified locations on need basis - Lumpsum quantity considered
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