Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.1 CrAccepted-AOC | ₹17.1 Cr | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹20.8 CrRejected-Finance | ₹20.8 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹28.2 CrRejected-Finance | ₹28.2 Cr | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical E SECTOR PO PS ITANAGAR DISTT PAPUMPARE ARUNACHAL PRADESH 791111 | ITANAGAR | PAPUMPARE | ARUNACHAL PRADESH | 791111 | - | - | Rejected-Technical Technically not Qualified |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically not Qualified |
| Sl No | Description | Qty | Unit | CCL International Limited L3 | HARDAYAL CONSTRUCTIONS & PROJECTS LLP L1 | Shree Siddhivinayak Construction 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. | 63,426.42 | Sqm | 450 ₹2.9 Cr | 428 ₹2.7 Cr | 310 ₹2.0 Cr |
| 1.02 | Providing to a depth of 25 mm thick (Compacted) sand blanketing, spraying water, compacting with power roller all complete. | 5,024.25 | Sqm | 250 ₹12.6 L | 108 ₹5.4 L | 150 ₹7.5 L |
| 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) | 63,729.93 | Sqm | 500 ₹3.2 Cr | 338 ₹2.2 Cr | 525 ₹3.3 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) | 1,18,104.36 | Sqm | 700 ₹8.3 Cr | 257 ₹3.0 Cr | 400 ₹4.7 Cr |
| 1.05 | Application of Prime Coat 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 | 63,729.93 | Sqm | 100 ₹63.7 L | 32 ₹20.4 L | 325 ₹2.1 Cr |
| 1.06 | Providing and applying of Tack Coat by using suitable low viscosity paving bitumen of 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 existing bituminous surface after cleaning all complete as per Clause 503 of MoRT&H Specifications for Road and Bridge Works (5th Revision) | 1,18,644.49 | Sqm | 100 ₹1.2 Cr | 23 ₹27.3 L | 300 ₹3.6 Cr |
| 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. | 59,009.2 | Sqm | 900 ₹5.3 Cr | 752 ₹4.4 Cr | 370 ₹2.2 Cr |
| 1.08 | 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 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) | 59,635.29 | Sqm | 1,000 ₹6.0 Cr | 635 ₹3.8 Cr | 400 ₹2.4 Cr |
| 1.09 | 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 | 2,891.41 | Sqm | 600 ₹17.3 L | 320 ₹9.3 L | 250 ₹7.2 L |
| 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 | 16,521 | Cum | 300 ₹49.6 L | 230 ₹38.0 L | 250 ₹41.3 L |
Tender Value
₹19.3 Cr
EMD Value
₹12.9 L
Closing Date
5 Aug 2025, 11:00 amClosed
Chief Engineer Project Sewak
HQ CE (P) SEWAK MIDLAND DIMAPUR NAGALAND-797112
SURF WK WITH GSB 15 CM, SAND BLANKETING, WMM 75 MM, WMM 100 MM DBM 50 MM AND BC 30 MM THICK, PRIME AND TACK COAT, EARTHEN SHOULDERS AND RD MARKING BET KM 0.00 TO KM 14.457 ON RD TANG-S/CHINGNYU UNDER 100 RCC/15 BRTF UNDER (P) SEWAK IN NAGALAND STATE
2025_BRO_717965_1
CE (P) SEWAK/03/2025-26
Open Tender
Civil Works - Roads
360 days
BET KM 0.00 TO KM 14.457 ON RD TANG-S/CHINGYNU
As per tender documents
8 documents required · 8 mandatory
₹0
₹12.9 L
Yes
HQ Chief Engineer Project Sewak
18 Nov 2025
5 Jul 2025
6 Aug 2025
5 Jul 2025
5 Aug 2025
14 Jul 2025
5 Jul 2025 - 14 Jul 2025
21 Jul 2025
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid