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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Technically Qualified |
| 2 | Rejected-Technical | Rejected-Technical Technically not Qualified |
| 3 | Rejected-Technical | Rejected-Technical Technically not Qualified |
| 4 | Rejected-Technical | Rejected-Technical Technically not Qualified |
| 5 | Rejected-Technical | Rejected-Technical Technically not Qualified due to submission of false documents |
Tender Value
₹12.0 Cr
EMD Value
₹9.2 L
Closing Date
29 Jan 2026, 6:00 pmClosed
Chief Engineer Project Sewak
HQ CE (P) SEWAK MIDLAND DIMAPUR NAGALAND-797112
SURF WK INCL P/L/COMPACTION OF GSB 15 CM TH SAND BLANKETING 10 CM TH WMM 10 CM TH WMM 7.5 CM TH DBM 5 CM TH BC 3 CM TH BERM FILLING AND RD MARKING BET KM 3.0 TO 8.0 AND KM 14.0 TO 19.0 ON RD ZINGKI BR-PUNGRO TO NHSL SPCN (P) SEWAK IN NAGALAND STATE
2025_BRO_745512_1
CE (P) SEWAK/08/2025-26
Open Tender
Civil Works - Roads
Item Rate
365 days
BET KM 3.0-8.0 - KM 14.0-19.0 ON ZINGKI BR-PUNGRO
As per tender documents
8 documents required · 8 mandatory
₹0
₹9.2 L
Yes
HQ Chief Engineer Project Sewak
29 Aug 2026
20 Dec 2025
6 Feb 2026
20 Dec 2025
29 Jan 2026
12 Jan 2026
20 Dec 2025 - 27 Dec 2025
26 Dec 2025
| 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 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. | 44,953.16 | Sqm | - | - |
| 1.02 | Providing to a depth of 100 mm thick (Compacted) sand blanketing, spraying water, compacting with power roller all complete. | 2,361.88 | Sqm | - | - |
| 1.03 | Providing, Laying and Compaction of 100 mm thick (compacted) WMM (Wet Mix Macadam) layer confirming 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) | 44,051.93 | Sqm | - | - |
| 1.04 | Providing, Laying and Compaction of 75 mm thick (compacted) WMM (Wet Mix Macadam) layer confirming 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 Layer) | 83,705.89 | Sqm | - | - |
| 1.05 | 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 | 44,051.93 | Sqm | 1 | ₹44,051.93 |
| 1.06 | Providing and applying of Tack Coat by using suitable low viscosity paving bitumen of bitumen 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 existing bituminous surface after cleaning all complete as per Clause 503 of MoRT&H Specifications for Road and Bridge Works (5th Revision) | 82,038.83 | Sqm | 1 | ₹82,038.83 |
| 1.07 | Providing, laying and compaction of 50 mm thick (Compacted) DBM (Dense Bituminous Macadam) layer over WMM Surface with pre-coated stone chips grading confirming 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. | 40,788.83 | Sqm | 1 | ₹40,788.83 |
| 1.08 | 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) | 41,250 | Sqm | 1 | ₹41,250 |
| 1.09 | 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 | 2,000 | Sqm | 1 | ₹2,000 |
| 1.1 | 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 | 13,435.4 | Cum | 1 | ₹13,435.4 |
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