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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.8 CrAccepted-AOC | ₹13.8 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹14.3 CrRejected-Finance | ₹14.3 Cr | L2 | Rejected-Finance Being L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically Non-Responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically Non-Responsive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically Non-Responsive |
| Sl No | Description | Qty | Unit | S S Infrazone Pvt Ltd L1 | Shyama Construction L2 |
|---|---|---|---|---|---|
| 1.00Surfacing Work on Moying-Yingkiong Road bet Km 0.00 to Km 4.50 | |||||
| 2.00 | Scarifying existing BT surface in the manner to avoid any horizontal shear failure and all as specified in Particular Specification | 14,831.5 | Sqm | 9.42 ₹1.4 L | 9.7 ₹1.4 L |
| 3.00 | Preparation of sub-grade in SMB by excavating upto 20 cm avg depth, dressing excavated earth to required camber or super elevation and consolidating with power roller incl watering & disposal of surplus earth within a lead of 30 mtr and all as specified in Particular Specification | 39,970.8 | Sqm | 54.8 ₹21.9 L | 59.4 ₹23.7 L |
| 4.00 | GSB I 10 cm thick (compacted) with stone aggregate conforming to grading No -V as per Tables-400-1 of MORT&H specifications for Road and Bridge Works including supply of material, watering and compaction all complete and all as specified in Particular Specification | 53,887.3 | Sqm | 290.4 ₹1.6 Cr | 299.1 ₹1.6 Cr |
| 5.00 | GSB II 10 cm thick (compacted) with stone aggregate conforming to grading No-V as per Tables-400-1 of MORT&H specifications for Road and Bridge Works including supply of material, watering and compaction all complete and all as specified in Particular Specification | 49,611.3 | Sqm | 305.6 ₹1.5 Cr | 318.7 ₹1.6 Cr |
| 6.00 | Providing, laying, spreading and compacting graded stone aggregate grading as per Table-400-13 and satisfying the physical reqmt as per Table No. 400-12 of MORT&H specifications for WMM specifications to a thickness of 100 mm, including premixing the material with water to OMC in mechanical mix (Pug Mill) laying in uniform layers in sub base/base course on a well prepared base and compacting with power vibratory roller to achieve the desired density including guarding and all as specified in Particular Specification | 49,511.3 | Sqm | 385 ₹1.9 Cr | 396.5 ₹2.0 Cr |
| 7.00 | Providing, laying, spreading and compacting graded stone aggregate grading as per Table-400-13 and satisfying the physical reqmt as per Table No. 400-12 of MORT&H specifications for WMM specifications to a thickness of 150 mm, including premixing the material with water to OMC in mechanical mix (Pug Mill) laying in uniform layers in sub base/base course on a well prepared base and compacting with power vibratory roller to achieve the desired density including guarding and all as specified in Particular Specification | 49,511.3 | Sqm | 390 ₹1.9 Cr | 404.5 ₹2.0 Cr |
| 8.00 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer @ 7.50 Kg per 10 sqm (using BPD with manual labour) as per Clause-502 of MORT&H specifications for Roads & Bridges Fifth Revision and all as specified in Particular Specification | 46,711.3 | Sqm | 12 ₹5.6 L | 14 ₹6.5 L |
| 9.00 | Providing and applying tack coat using pressure distributor on prepared bituminous/granular surface cleaned with mechanical broom, all complete as per Clause-503 of MORT&H specifications for Roads & Bridges Fifth Revision and all as specified in Particular Specification | 93,422.5 | Sqm | 8 ₹7.5 L | 10 ₹9.3 L |
| 10.00 | Providing and laying 55 mm thick DBM layer, precoated stone aggregate physical requirements/grading/mix composition requirement as per Table - 500-8/9/10 respectively and Clause-505 of MORT&H specifications for Roads & Bridges Fifth Revision with Bitumen VG-30 and all as specified in Particular Specification | 46,711.3 | Sqm | 665.6 ₹3.1 Cr | 685.6 ₹3.2 Cr |
Tender Value
₹13.9 Cr
EMD Value
₹10.2 L
Closing Date
1 Oct 2025, 11:00 amClosed
Chief Engineer Project Brahmank
HQ CE (P) Brahmank Pasighat Arunachal Pradesh
SURF WKS OF GSB 100 MM, WMM 100 MM/150 MM, DBM 55 MM WITH PRIME COAT AND BC 40 MM WITH TACK COAT INCL SCARFIYING EXISTING BT SURFACE AND PRE OF SUBGRADE IN SMB BET KM 0 TO KM 4.50 ON MOYING-YINGKIONG RD UNDER 105 RCC UNDER 761 TF IN AP
2025_BRO_730179_1
CE (P) BMK-10 of 2025-26
Open Tender
Civil Works - Roads
450 days
KM 0 TO KM 4.50 ON MOYING-YINGKIONG RD
As per tender documents
7 documents required · 7 mandatory
₹0
₹10.2 L
Yes
HQ CE (P) Brahmank Pasighat
2 Feb 2026
10 Sept 2025
3 Oct 2025
11 Sept 2025
1 Oct 2025
16 Sept 2025
12 Sept 2025 - 13 Sept 2025
15 Sept 2025
Amount
Surfacing Work on Moying-Yingkiong Road bet Km 0.00 to Km 4.50
Scarifying existing BT surface in the manner to avoid any horizontal shear failure and all as specified in Particular Specification
Preparation of sub-grade in SMB by excavating upto 20 cm avg depth, dressing excavated earth to required camber or super elevation and consolidating with power roller incl watering & disposal of surplus earth within a lead of 30 mtr and all as specified in Particular Specification
GSB I 10 cm thick (compacted) with stone aggregate conforming to grading No -V as per Tables-400-1 of MORT&H specifications for Road and Bridge Works including supply of material, watering and compaction all complete and all as specified in Particular Specification
GSB II 10 cm thick (compacted) with stone aggregate conforming to grading No-V as per Tables-400-1 of MORT&H specifications for Road and Bridge Works including supply of material, watering and compaction all complete and all as specified in Particular Specification
Providing, laying, spreading and compacting graded stone aggregate grading as per Table-400-13 and satisfying the physical reqmt as per Table No. 400-12 of MORT&H specifications for WMM specifications to a thickness of 100 mm, including premixing the material with water to OMC in mechanical mix (Pug Mill) laying in uniform layers in sub base/base course on a well prepared base and compacting with power vibratory roller to achieve the desired density including guarding and all as specified in Particular Specification
Providing, laying, spreading and compacting graded stone aggregate grading as per Table-400-13 and satisfying the physical reqmt as per Table No. 400-12 of MORT&H specifications for WMM specifications to a thickness of 150 mm, including premixing the material with water to OMC in mechanical mix (Pug Mill) laying in uniform layers in sub base/base course on a well prepared base and compacting with power vibratory roller to achieve the desired density including guarding and all as specified in Particular Specification
Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer @ 7.50 Kg per 10 sqm (using BPD with manual labour) as per Clause-502 of MORT&H specifications for Roads & Bridges Fifth Revision and all as specified in Particular Specification
Providing and applying tack coat using pressure distributor on prepared bituminous/granular surface cleaned with mechanical broom, all complete as per Clause-503 of MORT&H specifications for Roads & Bridges Fifth Revision and all as specified in Particular Specification
Providing and laying 55 mm thick DBM layer, precoated stone aggregate physical requirements/grading/mix composition requirement as per Table - 500-8/9/10 respectively and Clause-505 of MORT&H specifications for Roads & Bridges Fifth Revision with Bitumen VG-30 and all as specified in Particular Specification
Providing and laying 40 mm thick BC on bituminous concrete layer with precoated stone chips physical requirements/grading/mix composition requirement as per Table - 500-16/17 respectively mixed with Bitumen VG-30 as per Clause-507 of MORT&H specifications for Roads & Bridges Fifth Revision and all as specified in Particular Specification
Shyama Construction (BID ID -3439998)
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