Tender For Surfacing Work Consisting Of Construction Of Subgrade, Gsb 15 Cm Thick, Wbm 7.5 Cm Thick (Two Layers), Dbm 5 Cm Thick, Bc 3 Cm Thick, Prime Coat, Tack Coat, Hard Shoulder And Moorum Filling On Berms On (Part-A) Approach Road-2 From Km 0.00
Tender Value
15.47 Crore
Estimated cost
Bid Submission
06 Jul 2026
0 days left
EMD
11 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kakching → Manipur
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Surfacing Work Consisting Of Construction Of Subgrade, Gsb 15 Cm Thick, Wbm 7.5 Cm Thick (Two Layers), Dbm 5 Cm Thick, Bc 3 Cm Thick, Prime Coat, Tack Coat, Hard Shoulder And Moorum Filling On Berms On (Part-A) Approach Road-2 From Km 0.000 To Km 5.531 And (Part-B) Approach Road-3 From Km 0.000 To Km 4.835 Of Manipur River (West Bank Near Bp-47) To Bp-50 For Imb Fencing Works Under 84 Rcc/25 Brtf/Sewak In Chandel District In The State Of Manipur.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 30-Jun-2026 | Corrigendum No. 01 | Date | 06-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Part-A |
| 2 | Preparation of sub-grade in SMB by excavating upto 20 cm avg depth, dressing excavated earth to required camber or super elevation and consolidating with power roller incl watering & disposal of surplus earth within a lead of 30 mtr. |
| 3 | 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 |
| 4 | Providing, laying & compaction of WBM 75 mm (compacted) thickness conforming to Clause 404 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. |
| 5 | Providing, laying & compaction of GSB 350 mm compacted thickness in Hard Shoulder 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 |
| 6 | Providing and applying of Tack Coat by using suitable low viscosity paving bitumen of VG 10 grade @ 0.25 Kg/Sqm conforming to IS:73. on existing bituminous surface after cleaning all complete as per Clause 503 of MoRT&H Specifications for Road and Bridge Works (5th Revision) |
| 7 | Application of Prime Coat @ 0.75 Kg/Sqm by mechanical means conforming to clause 502 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 |
| 8 | Providing, laying and compaction of 50 mm thick (compacted) DBM (Dense Bituminous Macadam) layer over WMM Surface including preparation and correction of existing 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 VG-10 (Viscosity Grade-10) by weight of total mix and 2% filler by weight of total mix and 2% filler by weight of mix complete in all respect and all as specified and directed by Engineer-in-Charge. |
| 9 | 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. 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. |
| 10 | Moorum filling as per Table-400-1 of MoSRT&H specification for roads and bridge work, including supply of material, spreading in layers, watering and compaction, all complete |
| 11 | Part-B |
| 12 | Preparation of sub-grade in SMB by excavating upto 20 cm avg depth, dressing excavated earth to required camber or super elevation and consolidating with power roller incl watering & disposal of surplus earth within a lead of 30 mtr. |
| 13 | 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 |
| 14 | Providing, laying & compaction of WBM 75 mm (compacted) thickness conforming to Clause 404 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. |
| 15 | Providing, laying & compaction of GSB 350 mm compacted thickness in Hard Shoulder 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 |
| 16 | Providing and applying of Tack Coat by using suitable low viscosity paving bitumen of VG 10 grade @ 0.25 Kg/Sqm conforming to IS:73. on existing bituminous surface after cleaning all complete as per Clause 503 of MoRT&H Specifications for Road and Bridge Works (5th Revision) |
| 17 | Application of Prime Coat @ 0.75 Kg/Sqm by mechanical means conforming to clause 502 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 |
| 18 | Providing, laying and compaction of 50 mm thick (compacted) DBM (Dense Bituminous Macadam) layer over WMM Surface including preparation and correction of existing 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 VG-10 (Viscosity Grade-10) by weight of total mix and 2% filler by weight of total mix and 2% filler by weight of mix complete in all respect and all as specified and directed by Engineer-in-Charge. |
| 19 | 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. 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. |
| 20 | Moorum filling as per Table-400-1 of MoSRT&H specification for roads and bridge work, including supply of material, spreading in layers, watering and compaction, all complete Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 30, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 06, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedJul 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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