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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Technically Qualified |
| 2 | Rejected-Technical | Rejected-Technical Technically not Qualified |
Tender Value
₹16.2 Cr
EMD Value
₹11.3 L
Closing Date
1 May 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Chief Engineer Project Sewak
HQ CE (P) SEWAK MIDLAND DIMAPUR NAGALAND-797112
SURFACING WK INCL PREP OF SUBGRADE, P/L OF GSB 15 CM THICK, WMM 10 CM THICK, WMM 7.5 CM TH BM 3 CM TH, DBM 5 CM TH AND BERM FILLING AND HARD SHOULDER BET KM 23.500 TO KM 33.500 ON RD CSTAK TO NHSL SPCN UNDER PROJECT SEWAK IN MANIPUR STATE
2025_BRO_703399_1
CE (P) SEWAK/07/2024-25 (Second Call)
Open Tender
Civil Works - Roads
Item Rate
540 days
KM 23.500 TO KM 33.500 ON RD CSTAK
As per tender documents
8 documents required · 8 mandatory
₹0
₹11.3 L
Yes
HQ Chief Engineer Project Sewak
4 Aug 2025
3 Apr 2025
2 May 2025
3 Apr 2025
1 May 2025
11 Apr 2025
3 Apr 2025 - 11 Apr 2025
11 Apr 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Construction of Subgrade by loosening of the ground up to a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) | 74,722 | Sqm | - | - |
| 1.02 | Providing, laying & compaction of GSB 150 mm compacted thickness 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. | 50,500 | 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) | 47,518 | 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) | 93,052 | Sqm | - | - |
| 1.05 | Providing and applying of Tack Coat by using suitable low viscosity paving bitumen of bitumen of appropriate grade 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) | 89,530 | Sqm | 1 | ₹89,530 |
| 1.06 | Application of Prime Coat 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 | 47,518 | Sqm | 1 | ₹47,518 |
| 1.07 | Providing, laying and compaction of 50 mm thick 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 and 2% filler by weight of 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. | 44,765 | Sqm | 1 | ₹44,765 |
| 1.08 | 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) | 44,765 | Sqm | 1 | ₹44,765 |
| 1.09 | Providing, laying & compaction of GSB 150 mm compacted thickness 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. For construction of hard shoulder as per drawing and particular specifications. | 31,590 | Sqm | 1 | ₹31,590 |
| 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 | 14,216 | Cum | 1 | ₹14,216 |
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