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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 CrAccepted-Finance | ₹6.2 Cr | L1 | Accepted-Finance L1 Bidder |
| 2 | L2₹6.3 Cr+₹6.9 L (1.12%)Rejected-Finance | ₹6.3 Cr+₹6.9 L (1.12%) | L2 | Rejected-Finance L2 Bidder |
| Sl No | Description | Qty | Unit | M/s NI Enterprise L2 | Shree Siddhivinayak Construction L1 |
|---|---|---|---|---|---|
| 1.01 | 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. | 27,083.1 | Sqm | 466.64 ₹1,26,38,057.78 | 350 ₹94,79,085 Lowest |
| 1.02 | 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) | 25,215.3 | Sqm | 225.96 ₹56,97,649.19 Lowest | 400 ₹1,00,86,120 |
| 1.03 | 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) | 50,430.6 | Sqm | 214.8 ₹1,08,32,492.88 Lowest | 300 ₹1,51,29,180 |
| 1.04 | Application of Prime Coat with bitumen emulsion @ 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 | 25,215.3 | Sqm | 51.9 ₹13,08,674.07 | 50 ₹12,60,765 Lowest |
| 1.05 | 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 prepared granular surface/bituminous surface after cleaning all complete as per Clause 503 of MoRT&H Specifications for Road and Bridge Works (5th Revision) | 46,893 | Sqm | 26.97 ₹12,64,704.21 Lowest | 40 ₹18,75,720 |
| 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 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. | 23,347.5 | Sqm | 632.33 ₹1,47,63,324.68 | 550 ₹1,28,41,125 Lowest |
| 1.07 | 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. | 23,545.5 | Sqm | 441.16 ₹1,03,87,332.78 | 410 ₹96,53,655 Lowest |
| 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 | 1,141.6 | Sqm | 2,287.38 ₹26,11,273.01 | 150 ₹1,71,240 Lowest |
| 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 | 6,809 | Cum | 447.74 ₹30,48,661.66 | 200 ₹13,61,800 Lowest |
Tender Value
₹6.7 Cr
EMD Value
₹6.6 L
Closing Date
17 Nov 2025, 6:00 pmClosed
Chief Engineer Project Sewak
HQ CE (P) SEWAK MIDLAND DIMAPUR NAGALAND-797112
SURF WK INCL, GSB, WMM, BC, DBM INCL PRIME COAT, TACK COAT AND EARTH FILLING BET KM 0.000 TO KM 5.708 ON RD OBEY NALLAH AND OBEY VILLAGE UNDER PROJECT SEWAK IN NAGALAND STATE
2025_BRO_737540_1
CE (P) SEWAK/07/2025-26 (Second Call)
Open Tender
Civil Works - Roads
Item Rate
360 days
BET KM 0 TO KM 5.708 ON RD OBEY NALLAH AND VILLAGE
As per tender documents
8 documents required · 8 mandatory
₹0
₹6.6 L
Yes
HQ Chief Engineer Project Sewak
2 Feb 2026
30 Oct 2025
19 Nov 2025
30 Oct 2025
17 Nov 2025
4 Nov 2025
30 Oct 2025 - 4 Nov 2025
3 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | 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. | 27,083.1 | Sqm | - | - |
| 1.02 | 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) | 25,215.3 | Sqm | - | - |
| 1.03 | 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) | 50,430.6 | Sqm | - | - |
| 1.04 | Application of Prime Coat with bitumen emulsion @ 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 | 25,215.3 | Sqm | 1 | ₹25,215.3 |
| 1.05 | 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 prepared granular surface/bituminous surface after cleaning all complete as per Clause 503 of MoRT&H Specifications for Road and Bridge Works (5th Revision) | 46,893 | Sqm | 1 | ₹46,893 |
| 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 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. | 23,347.5 | Sqm | 1 | ₹23,347.5 |
| 1.07 | 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. | 23,545.5 | Sqm | 1 | ₹23,545.5 |
| 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 | 1,141.6 | Sqm | 1 | ₹1,141.6 |
| 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 | 6,809 | Cum | 1 | ₹6,809 |
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