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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 | Accepted-Technical | Accepted-Technical Technically Qualified |
| 2 | Accepted-Technical | Accepted-Technical Technically Qualified |
| 3 | Accepted-Technical | Accepted-Technical Technically Qualified |
| 4 | Accepted-Technical | Accepted-Technical Technically Qualified |
| 5 | Accepted-Technical | Accepted-Technical Technically Qualified |
Tender Value
₹5.7 Cr
EMD Value
₹6.1 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
SURF WK WITH GSB, WMM, WMM, DBM, BC, PRIME COAT, TACK COAT, EARTHEN SHOULDER AND RD MARKING BET KM 4.200 TO KM 11.856 (KM 35.500 OF BOTSA-ZEIZOU-NEW RALAN-BOKAJAN RD RECKONED AS CHAINAGE 0.000) UNDER 89 RCC/15 BRTF/PROJECT SEWAK IN NAGALAND STATE
2026_BRO_758589_1
CE (P) SEWAK/12/2025-26
Open Tender
Civil Works - Roads
Item Rate
365 days
KM 4.20 TO KM 11.856 OF BOTSA-NEW RALAN-BOKAJAN RD
As per tender document
8 documents required · 8 mandatory
₹0
₹6.1 L
Yes
HQ Chief Engineer Project Sewak
21 Oct 2026
30 Mar 2026
15 May 2026
30 Mar 2026
7 May 2026
20 Apr 2026
30 Mar 2026 - 7 Apr 2026
6 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Providing, laying & compaction of 150 mm thick (compacted) GSB (Granular Sub Base) conforming to grading no. 1 as per table 400-02 and Clause 401 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) as specified in particular Specifications and notes of Sch ‘A’ and as directed and approved by Engr-In-Charge. | 23,678.09 | Sqm | - | - |
| 1.02 | Providing, Laying and Compaction of 100 mm thick (compacted) WMM (Wet Mix Macadam) layer conforming to grading as per table 400-13 and clause 406 of MORT&H specifications for road and bridge works (fifth revision) and as specified in particular specifications and as directed by Engineer-in-Charge. (One Layer) | 22,045.12 | Sqm | - | - |
| 1.03 | Providing, Laying and Compaction of 75 mm thick (compacted) WMM (Wet Mix Macadam) layer conforming to grading as per table 400-13 and clause 406 of MORT&H specifications for road and bridge works (fifth revision) and as specified in particular specifications and as directed by Engineer-in-Charge. (Two Layers) | 44,090.24 | Sqm | - | - |
| 1.04 | Application of Prime Coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer @7.5 Kg per 10 sqm by mechanical means conforming to clause 502 & table 500-03 of MORT&H specifications for Road and Bridge Works (Fifth Revision) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engr-In-Charge | 22,045.12 | Sqm | 1 | ₹22,045.12 |
| 1.05 | Providing and applying of Tack Coat by using suitable low viscosity paving bitumen of of appropriate grade @ 2.5 Kg/10 Sqm conforming to table 500-5 of MORT&H specifications for Road and Bridge Works (Fifth Revision) on prepared bituminous/granular surface after cleaning all complete as per Clause 503 of MoRT&H Specifications for Road and Bridge Works (5th Revision) | 40,995.9 | Sqm | 1 | ₹40,995.9 |
| 1.06 | Providing, laying and compaction of 50 mm thick (Compacted) DBM (Dense Bituminous Macadam) layer over WMM Surface with pre-coated stone chips grading conforming to Table: 500-10 and aggregates satisfying the physical requirement of table 500-08 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 4.5% bitumen (bitumen of appropriate grade as per particular specifications Para 8.2.1) by weight of total mix and 2% filler by weight of total mix grading requirement conforming to clause 500-09 of MORT&H specifications of Road and Bridge Works (Fifth Revision) complete in all respect and all as specified and directed by Engineer-in-Charge. | 20,412.15 | Sqm | 1 | ₹20,412.15 |
| 1.07 | Providing and Mixing of stone aggregate in Hot Mix Plant, laying mix BC by paver and 30 mm thick (Compacted) BC (Bituminous Concrete) 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) | 20,583.75 | Sqm | 1 | ₹20,583.75 |
| 1.08 | 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 | 998 | Sqm | 1 | ₹998 |
| 1.09 | 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 | 12,009 | Cum | 1 | ₹12,009 |
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