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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 CrAccepted-AOC | ₹4.1 Cr | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹4.9 CrRejected-Finance | ₹4.9 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹7.0 CrRejected-Finance | ₹7.0 Cr | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically not Qualified |
| Sl No | Description | Qty | Unit | Shree Siddhivinayak Construction L1 | SBS TRADERS L2 | N. BABU SINGH L3 |
|---|---|---|---|---|---|---|
| 1.00Part-A | ||||||
| 1.01 | Providing and applying of Tack Coat by using suitable low viscosity paving bitumen of bitumen of appropriate grade not less [email protected]/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) | 83,795.35 | Sqm | 160 ₹1.3 Cr | 128 ₹1.1 Cr | 55 ₹46.1 L |
| 1.02 | Providing and Mixing of stone aggregate in Hot Mix Plant, laying mix BC by paver and compaction BC 30 mm (compacted) 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) 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. | 77,159.63 | Sqm | 340 ₹2.6 Cr | 430 ₹3.3 Cr | 780 ₹6.0 Cr |
| 1.03 | Providing and Mixing of stone aggregate in Hot Mix Plant, laying and compaction BM 50 mm (compacted) thick layer Pre-coated aggregate physical requirement/grading/mix composition conforming to Table: 500-7 and aggregates satisfying the physical requirement of table 500-06 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 3.4% bitumen (bitumen of appropriate grade as per particular specifications Para 3.2.1) by weight of total mix complete in all respect and all as specified and directed by Engineer-in-Charge. | 6,635.73 | Sqm | 180 ₹11.9 L | 370 ₹24.6 L | 525 ₹34.8 L |
| 1.04 | 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 | 3,871.6 | Sqm | 110 ₹4.3 L | 740 ₹28.6 L | 520 ₹20.1 L |
Tender Value
₹4.3 Cr
EMD Value
₹5.1 L
Closing Date
10 Oct 2025, 11:00 amClosed
Chief Engineer Project Sewak
HQ CE (P) SEWAK MIDLAND DIMAPUR NAGALAND-797112
RESURF WKS WITH BC 30 MM TH CORRECTION WKS WITH BM 50 MM TH AND EDGE MARKING BET KM 18.000 TO KM 39.388 (NET LENGTH 19.358 KM) (USING WASTE SHREDDED PLASTIC FOR 5 KM) ON RD CHANDELSUGNU -CHAKPIKARONG UNDER (P) SEWAK IN MANIPUR STATE
2025_BRO_731481_1
CE (P) SEWAK/01/2025-26 (Second Call)
Open Tender
Civil Works - Roads
180 days
bet Km 18.000 to Km 39.388 on C-S-C Road.
As per tender documents
8 documents required · 8 mandatory
₹0
₹5.1 L
Yes
HQ Chief Engineer Project Sewak
7 Jan 2026
18 Sept 2025
11 Oct 2025
18 Sept 2025
10 Oct 2025
25 Sept 2025
18 Sept 2025 - 25 Sept 2025
24 Sept 2025
Amount
Part-A
Providing and applying of Tack Coat by using suitable low viscosity paving bitumen of bitumen of appropriate grade not less [email protected]/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)
Providing and Mixing of stone aggregate in Hot Mix Plant, laying mix BC by paver and compaction BC 30 mm (compacted) 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) 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 and Mixing of stone aggregate in Hot Mix Plant, laying and compaction BM 50 mm (compacted) thick layer Pre-coated aggregate physical requirement/grading/mix composition conforming to Table: 500-7 and aggregates satisfying the physical requirement of table 500-06 of MORT&H specifications of Road and Bridge Works (Fifth Revision) mixed with minimum 3.4% bitumen (bitumen of appropriate grade as per particular specifications Para 3.2.1) by weight of total mix complete in all respect and all as specified and directed by Engineer-in-Charge.
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
SBS TRADERS (BID ID -3442017)
N. BABU SINGH (BID ID -3447165)
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