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Tender Value
₹8.8 Cr
EMD Value
₹7.6 L
Closing Date
10 Aug 2026, 6:00 pm
Chief Engineer Project Sewak
HQ CE (P) SEWAK MIDLAND DIMAPUR NAGALAND-797112
RESURF WITH P/L OF BC 30 MM, BM 50 MM THICK, TACK COAT AND BERM FILLING AND THERMOPLASTIC PAINT FOR EDGE MARKING BET KM 7.000 AND KM 41.930 ON ROAD MON-LUNGWA UNDER 100 RCC/15 BRTF/PROJECT SEWAK IN NAGALAND STATE
2026_BRO_779759_1
CE (P) SEWAK/07/2026-27
Open Tender
Civil Works - Roads
Item Rate
240 days
BET KM 7.00 to KM 41.930 ON MON-LUNGWA ROAD
As per tender documents
8 documents required · 8 mandatory
₹0
₹7.6 L
HQ Chief Engineer Project Sewak
20 Jul 2026
20 Jul 2026
12 Aug 2026
20 Jul 2026
10 Aug 2026
1 Aug 2026
20 Jul 2026 - 27 Jul 2026
22 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | 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) | 1,55,297 | Sqm | - | - |
| 1.02 | Providing and Mixing of stone aggregate in Hot Mix Plant, laying mix BC by paver laying and compacted to 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.. | 1,11,038 | Sqm | - | - |
| 1.03 | Providing and Mixing of stone aggregate in Hot Mix Plant, laying and compacted to 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. | 44,259 | Sqm | - | - |
| 1.04 | Road Marking with Thermoplastic Paint (2.50 mm thick) conforming to Section 803 of MoRT&H Specifications for Road and Bridge Works (5th Revision) and IRC:35-2015 | 5,384 | Sqm | - | - |
| 1.05 | 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 | 1,454 | Cum | 1 | ₹1,454 |
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