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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.5 CrAccepted-AOC | ₹44.5 Cr | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹47.5 CrRejected-AOC 00 00 NAPASAR ROAD NENO KA BASS BIKANER RAJASTHAN BIKANER RAJASTHAN 334022 UDYAM RJ 08 0001676 | BIKANER | RAJASTHAN | 334022 | ₹47.5 Cr | L2 | Rejected-AOC Other than L1 bidder |
| 3 | L3₹49.3 CrRejected-AOC 201 ROYAL ARCADE DR B BARUAH ROAD ULUBARI GUWAHATI 781007 | GUWAHATI | KAMRUP METRO | ASSAM | 781007 | ₹49.3 Cr | L3 | Rejected-AOC Other than L1 bidder |
| 4 | L4₹49.4 CrRejected-AOC 16 EDEN GARDEN CHUNA BHATTI KOLAR ROAD BHOPAL M P 462016 | BHOPAL | BHOPAL | MADHYA PRADESH | 462016 | ₹49.4 Cr | L4 | Rejected-AOC Other than L1 bidder |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically not Qualified |
| Sl No | Description | Qty | Unit | Bhartia Infra Projects Ltd L3 | A S Construction Company L2 | HARDAYAL CONSTRUCTIONS & PROJECTS LLP L1 | AK SHIVHARE INFRASTRUCTURE PVT LTD L4 |
|---|---|---|---|---|---|---|---|
| 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) | 1,85,210 | Sqm | 95 ₹1.8 Cr | 66 ₹1.2 Cr | 400 ₹7.4 Cr | 85 ₹1.6 Cr |
| 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. | 1,24,930 | Sqm | 570 ₹7.1 Cr | 510 ₹6.4 Cr | 450 ₹5.6 Cr | 520 ₹6.5 Cr |
| 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) | 1,17,460 | Sqm | 580 ₹6.8 Cr | 420 ₹4.9 Cr | 350 ₹4.1 Cr | 500 ₹5.9 Cr |
| 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) | 2,33,682 | Sqm | 560 ₹13.1 Cr | 314.4 ₹7.3 Cr | 270 ₹6.3 Cr | 375 ₹8.8 Cr |
| 1.05 | 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 | 1,17,460 | Sqm | 35 ₹41.1 L | 38.4 ₹45.1 L | 60 ₹70.5 L | 45 ₹52.9 L |
| 1.06 | 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) | 2,21,150 | Sqm | 65 ₹1.4 Cr | 21.6 ₹47.8 L | 50 ₹1.1 Cr | 22 ₹48.7 L |
| 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 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. | 1,10,575 | Sqm | 685 ₹7.6 Cr | 1,140 ₹12.6 Cr | 750 ₹8.3 Cr | 1,020 ₹11.3 Cr |
| 1.08 | 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. | 1,10,575 | Sqm | 570 ₹6.3 Cr | 816 ₹9.0 Cr | 530 ₹5.9 Cr | 810 ₹9.0 Cr |
| 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. | 78,620 | Sqm | 550 ₹4.3 Cr | 510 ₹4.0 Cr | 450 ₹3.5 Cr | 520 ₹4.1 Cr |
| 1.10 | 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 | 35,159 | Cum | 122 ₹42.9 L | 300 ₹1.1 Cr | 450 ₹1.6 Cr | 385 ₹1.4 Cr |
Tender Value
₹39.8 Cr
EMD Value
₹15 L
Closing Date
29 Sept 2025, 6:00 pmClosed
Chief Engineer Project Sewak
HQ CE (P) SEWAK MIDLAND DIMAPUR NAGALAND-797112
SURF WK INCL SUBGRADE, GSB, WMM, BC, DBM INCL PRIME COAT, TACK COAT AND HARD SHOULDER BET KM 19.500 TO KM 41.657 ON RD CHAKPIKARONG-SAJIK-TAMPAK-AIGEJANG-KHONGTAL TO RANA TOP FROM KM 0.000 TO KM 2.871 UNDER PROJECT SEWAK IN MANIPUR STATE
2025_BRO_727317_1
CE (P) SEWAK/06/2025-26
Open Tender
Civil Works - Roads
730 days
BET KM 19.500 TO KM 41.657 ON RD C-S-T-A-K
As per tender documents
8 documents required · 8 mandatory
₹0
₹15 L
Yes
HQ Chief Engineer Project Sewak
17 Jan 2026
23 Aug 2025
6 Oct 2025
23 Aug 2025
29 Sept 2025
13 Sept 2025
23 Aug 2025 - 30 Aug 2025
27 Aug 2025
Amount
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)
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.
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)
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)
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
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)
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.
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.
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.
A S Construction Company (BID ID -3436251)
Bhartia Infra Projects Ltd (BID ID -3438249)
AK SHIVHARE INFRASTRUCTURE PVT LTD (BID ID -3438160)
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