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Tender Value
₹10.7 Cr
EMD Value
₹8.6 L
Closing Date
10 Aug 2026, 6:00 pm
Chief Engineer Project Sewak
HQ CE (P) SEWAK MIDLAND DIMAPUR NAGALAND-797112
RESURF WKS INCL PROVIDING AND LAYING OF BC 30 MM THIC, BM 50 MM THICK, TACK COAT AND THERMOPLASTIC PAINT FOR EDGE MARKING BETWEEN KM 10.0 AND KM 110.0 (LENGTH 41.832 KMS) ON TENGNOUPAL-JOUPI-NEW SAMTAL RD UNDER 82 RCC/25 TF (P) SEWAK IN MANIPUR STATE
2026_BRO_779712_1
CE (P) SEWAK/06/2026-27
Open Tender
Civil Works - Roads
Item Rate
365 days
BET KM 10.00 TO 110.00 ON TJNS ROAD
As per Tender documents
8 documents required · 8 mandatory
₹0
₹8.6 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) | 1,80,619.97 | 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. | 1,62,424.38 | Sqm | - | - |
| 1.03 | Providing and Mixing of stone aggregate in Hot Mix Plant, laying and compaction BM 50 mm thick (Compacted) 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. | 18,195.59 | 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 | 8,366.4 | Sqm | - | - |
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BOQ_873336.xls
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Tender.pdf
Tender Documents • 0.90 MB
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