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Tender Value
₹4.8 Cr
EMD Value
₹5.5 L
Closing Date
1 Sept 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 86.0 TO KM 104.0 (USING SHREDDED PLASTIC FOR 5.0 KM LENGTH) ON RD TUENSANG-MON UNDER 100 RCC/15 BRTF (P) SEWAK IN NAGALAND STATE
2026_BRO_779616_1
CE (P) SEWAK/05/2026-27
Open Tender
Civil Works - Roads
Item Rate
240 days
BET KM 86.00 TO 104.00 ON TUENSANG-MON ROAD
As per tender documents
8 documents required · 8 mandatory
₹0
₹5.5 L
HQ Chief Engineer Project Sewak
1 Sept 2026
18 Jul 2026
3 Sept 2026
18 Jul 2026
1 Sept 2026
30 Jul 2026
18 Jul 2026 - 25 Jul 2026
21 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) | 93,202 | Sqm | - | - |
| 1.02 | Providing and Mixing of stone aggregate in Hot Mix Plant, laying mix BC by paver and compaction BC 30 mm thick (Compacted) 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. Shredded plastic waste @ 8% of Bitumen by weight to be used in Bituminous Concrete Mix without reducing Bitumen Contents as per IRC:SP:98-2020 or latest revised publication. | 66,832 | Sqm | - | - |
| 1.03 | 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. | 26,370 | 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 | 3,320 | 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 | 896.4 | Cum | - | - |
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BOQ_873228.xls
BOQ • 0.27 MB
Tender.pdf
Tender Documents • 1.14 MB
Corrigendum_01.pdf
PDF • 0.69 MB
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