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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 CrAccepted-Finance BAIKUNTHAPUR HOUSE NO 77 PO LAIMEKURI PS JONAI DISTRICT DHEMAJI PIN 787060 | DHEMAJI | DHEMAJI | ASSAM | 787060 | ₹5.9 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹6.0 Cr+₹16.6 L (2.84%)Rejected-Finance | ₹6.0 Cr+₹16.6 L (2.84%) | L2 | Rejected-Finance L2 |
| 3 | L3₹7.9 Cr+₹2.0 Cr (34.4%)Rejected-Finance | ₹7.9 Cr+₹2.0 Cr (34.4%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically not Qualified |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically not Qualified |
| Sl No | Description | Qty | Unit | M/s Purbanchal Suppliers and Contractors L1 | HARDAYAL CONSTRUCTIONS & PROJECTS LLP L3 | Shree Ganesh Enterprises L2 |
|---|---|---|---|---|---|---|
| 1.01 | Providing, laying & compaction of 150 mm thick (compacted) GSB (Granular Sub Base) 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. | 23,725.94 | Sqm | 351 ₹83,27,804.94 Lowest | 390 ₹92,53,116.6 | 360 ₹85,41,338.4 |
| 1.02 | Providing, Laying and Compaction of 100 mm thick (compacted) WMM (Wet Mix Macadam) layer conforming 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) | 22,089.67 | Sqm | 201 ₹44,40,023.67 Lowest | 325 ₹71,79,142.75 | 210 ₹46,38,830.7 |
| 1.03 | Providing, Laying and Compaction of 75 mm thick (compacted) WMM (Wet Mix Macadam) layer conforming 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 Layers) | 44,179.34 | Sqm | 201 ₹88,80,047.34 Lowest | 570 ₹2,51,82,223.8 | 210 ₹92,77,661.4 |
| 1.04 | Application of Prime Coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer @7.5 Kg per 10 sqm by mechanical means conforming to clause 502 & table 500-03 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 | 22,089.67 | Sqm | 31 ₹6,84,779.77 Lowest | 55 ₹12,14,931.85 | 35 ₹7,73,138.45 |
| 1.05 | Providing and applying of Tack Coat by using suitable low viscosity paving bitumen of appropriate grade @ 2.5 Kg/10 Sqm conforming to table 500-5 of MORT&H specifications for Road and Bridge Works (Fifth Revision) on prepared bituminous/granular surface after cleaning all complete as per Clause 503 of MoRT&H Specifications for Road and Bridge Works (5th Revision) | 41,078.4 | Sqm | 31 ₹12,73,430.4 Lowest | 45 ₹18,48,528 | 35 ₹14,37,744 |
| 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 conforming 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 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. | 20,453.4 | Sqm | 871 ₹1,78,14,911.4 Lowest | 925 ₹1,89,19,395 | 880 ₹1,79,98,992 |
| 1.07 | Providing and Mixing of stone aggregate in Hot Mix Plant, laying mix BC by paver and 30 mm thick (Compacted) BC (Bituminous Concrete) layer Pre-coated aggregate physical requirement/grading/mix composition conforming 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) | 20,625 | Sqm | 751 ₹1,54,89,375 | 630 ₹1,29,93,750 Lowest | 760 ₹1,56,75,000 |
| 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 | 1,000 | Sqm | 551 ₹5,51,000 | 590 ₹5,90,000 | 550 ₹5,50,000 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 | 5,965 | Cum | 181 ₹10,79,665 Lowest | 250 ₹14,91,250 | 220 ₹13,12,300 |
Tender Value
₹6.3 Cr
EMD Value
₹6.4 L
Closing Date
4 May 2026, 6:00 pmClosed
Chief Engineer Project Sewak
HQ CE (P) SEWAK MIDLANDDIMAPUR NAGALAND-797112
SURF WK INCL GSB, WMM, BC, DBM INCL PRIME COAT, TACK COAT, RD MARKING AND EARTHEN SHOULDER BET KM 10.000 TO KM 12.100 AND KM 13.900 TO KM 16.800 ON ROAD MON-TANG UNDER 100 RCC/15 BRTF UNDER PROJECT SEWAK IN NAGALAND STATE
2026_BRO_757019_1
CE (P) SEWAK/11/2025-26
Open Tender
Civil Works - Roads
Item Rate
365 days
BET KM 10.000 AND KM 16.800 ON ROAD MON-TANG
As per tender documents
8 documents required · 8 mandatory
₹0
₹6.4 L
Yes
HQ Chief Engineer Project Sewak
12 Aug 2026
23 Mar 2026
12 May 2026
23 Mar 2026
4 May 2026
16 Apr 2026
23 Mar 2026 - 30 Mar 2026
27 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Providing, laying & compaction of 150 mm thick (compacted) GSB (Granular Sub Base) 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. | 23,725.94 | Sqm | - | - |
| 1.02 | Providing, Laying and Compaction of 100 mm thick (compacted) WMM (Wet Mix Macadam) layer conforming 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) | 22,089.67 | Sqm | - | - |
| 1.03 | Providing, Laying and Compaction of 75 mm thick (compacted) WMM (Wet Mix Macadam) layer conforming 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 Layers) | 44,179.34 | Sqm | - | - |
| 1.04 | Application of Prime Coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer @7.5 Kg per 10 sqm by mechanical means conforming to clause 502 & table 500-03 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 | 22,089.67 | Sqm | - | - |
| 1.05 | Providing and applying of Tack Coat by using suitable low viscosity paving bitumen of appropriate grade @ 2.5 Kg/10 Sqm conforming to table 500-5 of MORT&H specifications for Road and Bridge Works (Fifth Revision) on prepared bituminous/granular surface after cleaning all complete as per Clause 503 of MoRT&H Specifications for Road and Bridge Works (5th Revision) | - | Sqm | - | - |
| 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 conforming 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 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. | - | Sqm | - | - |
| 1.07 | Providing and Mixing of stone aggregate in Hot Mix Plant, laying mix BC by paver and 30 mm thick (Compacted) BC (Bituminous Concrete) layer Pre-coated aggregate physical requirement/grading/mix composition conforming 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) | - | Sqm | - | - |
| 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 | - | Sqm | - | - |
| 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 | - | Cum | - | - |
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