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| Tender ID | 4968971 |
|---|---|
| Organisation Name | Border Roads Organisation |
| Tender Brief | Corrigendum : Providing/laying/installation Of Bc 30 Mm Thick, Bm 50 Mm Thick, Tack Coat And Berm Filling, Thermoplastic Paint For Edge Marking, And Blanketing, Ilcb, Cat Eyes And Delineators On Internal Rd Of Hq Ce (p) Sewak Complex At Dimapur In Nagaland State |
| Last Date For Submission | 12th Aug, 2026 |
| Opening Date | 14 Aug, 2026 |
| Document Cost | 0.00 |
|---|---|
| EMD | 274000.00 |
| Estimated Cost | 19876000.00 |
| City | Dimapur |
|---|---|
| State | Nagaland |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Providing and applying of Tack Coat by using suitable low viscosity paving bitumen of bitumen of appropriate grade not less than @2.5 Kg/10 Sqm conforming to table 505-5 of MORT&H specifications for Road and Bridge Works (Fifth Revision). on existing bituminous surface after cleaning all complete as per Clause 503 of MoRT&H Specifications for Road and Bridge Works (5th Revision) | 25737.63 | Sqm |
| 2 | Providing and Mixing of stone aggregate in Hot Mix Plant, laying mix BC by paver and compaction BC 30 mm thick layer Pre-coated aggregate physical requirement/grading/mix composition confirming to Table: 500-16 and aggregates satisfying the physical requirement of table 500-17 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 5.4% bitumen (bitumen of appropriate grade as per particular specifications Para 8.2.1) requirement as per Clause 507 of MoRT&H Specifications for Road and Bridge Works (5th Revision) for resurfacing work. | 25400.00 | Sqm |
| 3 | Providing and Mixing of stone aggregate in Hot Mix Plant, laying and compaction BM 50 mm thick layer Pre-coated aggregate physical requirement/grading/mix composition conforming to Table: 500-7 and aggregates satisfying the physical requirement of table 500-06 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 3.4% bitumen (bitumen of appropriate grade as per particular specifications Para 3.2.1) by weight of total mix complete in all respect and all as specified and directed by Engineer-in-Charge. | 337.63 | Sqm |
| 4 | Earth work in berm filling with selected earth free from roots etc spreading in layers not exceeding 30 cm including watering, rolling & finishing to required slope conforming to clause 305 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) and notes of Sch A and as directed & approved by Engr-In-Charge | 431.40 | Cum |
| 5 | Excavation in trenches not exceeding 1.20 m width and 1.50 m depth in all kinds of soil for foundations, road furniture, ILCB, including setting out, dressing of sides, trimming and levelling of bottom, ramming shoring and strutting where required, dewatering, protection of existing services, stacking of serviceable excavated material, and disposal of surplus/unserviceable material as directed by the Engineer-in-Charge, complete in all respects. | 109.01 | Cum |
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