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Tender ID
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Rejected-Technical | Rejected-Technical Technically not Qualified |
| 2 | Rejected-Technical | Rejected-Technical Technically not Qualified due to submission of false and fraudulent documents |
| 3 | Rejected-Technical | Rejected-Technical Technically not Qualified |
| 4 | Rejected-Technical | Rejected-Technical Technically not Qualified due to submission of false and fraudulent documents |
Tender Value
₹4.3 Cr
EMD Value
₹5.1 L
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Chief Engineer Project Sewak
HQ CE (P) SEWAK MIDLAND DIMAPUR NAGALAND-797112
P/L BC 30 MM INCL CORRECTION WKS WITH BM 50 MM AND THERMOPLASTIC PAINT FOR EDGE MARKING BET KM 18.00 TO KM 39.388 (WASTE SHREDDED PLASTIC TO BE USED FOR 5 KM LENGTH) ON RD CHANDEL-SUGNU-CHAKPIKARONG UNDER 84 RCC/25 BRTF (P) SEWAK IN MANIPUR STATE
2025_BRO_714010_1
CE (P) SEWAK/01/2025-26
Open Tender
Civil Works - Roads
Works
180 days
KM 18.00 TO KM 39.388 ON C-S-C ROAD
As per tender documents
8 documents required · 8 mandatory
₹0
₹5.1 L
Yes
18 Sept 2025
13 Jun 2025
9 Jul 2025
13 Jun 2025
8 Jul 2025
20 Jun 2025
13 Jun 2025 - 20 Jun 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Part-A | |||||
| 1.01 | Providing and applying of Tack Coat by using suitable low viscosity paving bitumen of bitumen of appropriate grade not less [email protected]/10 Sqm conforming to table 500-5 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) | 83,361.34 | Sqm | - | - |
| 1.02 | 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. Shredded plastic waste @ 8% of Bitumen by weight to be used in Bituminous Concrete Mix without reducing Bitumen Contents as per IRC:SP:98-2013 or latest revised publication. | 77,159.63 | 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. | 6,201.71 | 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 | 3,871.6 | Sqm | - | - |
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