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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 CrAccepted-AOC | ₹4.0 Cr | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹4.7 Cr+₹68.1 L (17.0%)Rejected-Finance | ₹4.7 Cr+₹68.1 L (17.0%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically not Qualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically not Qualified |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically not Qualified |
| Sl No | Description | Qty | Unit | HARDAYAL CONSTRUCTIONS & PROJECTS LLP L2 | Shree Siddhivinayak Construction L1 |
|---|---|---|---|---|---|
| 1.01 | Providing and applying of Tack Coat by using suitable low viscosity paving bitumen of VG 10 grade not less than @2.5Kg/10 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) | 83,471 | Sqm | 41 ₹34,22,311 Lowest | 192 ₹1,60,26,432 |
| 1.02 | 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) 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. | 59,854 | Sqm | 482 ₹2,88,49,628 | 312 ₹1,86,74,448 Lowest |
| 1.03 | Providing and Mixing of stone aggregate in Hot Mix Plant, laying and compaction BM 50 mm 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. | 23,617 | Sqm | 563 ₹1,32,96,371 | 190 ₹44,87,230 Lowest |
| 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 | 2,902 | Sqm | 410 ₹11,89,820 | 120 ₹3,48,240 Lowest |
| 1.05 | 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 | 783.54 | Cum | 230 ₹1,80,214.2 Lowest | 750 ₹5,87,655 |
Tender Value
₹4.1 Cr
EMD Value
₹4.9 L
Closing Date
27 Sept 2025, 6:00 pmClosed
Chief Engineer Project Sewak
HQ CE (P) SEWAK MIDLAND DIMAPUR NAGALAND-797112
PROVIDING AND LAYING OF BC 30 MM THICK, BM 50 MM THICK, TACK COAT, BERM FILLING AND EDGE MARKING BET KM 7.0 AND KM 40.06 (NET LENGTH 14.51 KM) (SHREDDED PLASTIC WASTE TO BE USED FOR 3.63 KM LENGTH) ON ROAD MON-LUNGWA UNDER (P) SEWAK IN NAGALAND STATE
2025_BRO_729913_1
CE (P) SEWAK/02/2025-26 (Third Call)
Open Tender
Civil Works - Roads
Item Rate
240 days
BET KM 7.00 AND KM 40.06 ON RD MON-LUNGWA
As per tender documents
8 documents required · 8 mandatory
₹0
₹4.9 L
Yes
7 Jan 2026
10 Sept 2025
6 Oct 2025
10 Sept 2025
27 Sept 2025
17 Sept 2025
10 Sept 2025 - 15 Sept 2025
Amount
Providing and applying of Tack Coat by using suitable low viscosity paving bitumen of VG 10 grade not less than @2.5Kg/10 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)
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) 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 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
HARDAYAL CONSTRUCTIONS & PROJECTS LLP (BID ID -3436981)
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