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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 CrAccepted-AOC BAIKUNTHAPUR HOUSE NO 77 PO LAIMEKURI PS JONAI DISTRICT DHEMAJI PIN 787060 | DHEMAJI | DHEMAJI | ASSAM | 787060 | ₹6.6 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹7.3 Cr+₹67.1 L (10.1%)Rejected-Finance HIMALAYA COMPLEX MAIN BAZAAR LEH | LEH LADAKH | LADAKH | 194001 | ₹7.3 Cr+₹67.1 L (10.1%) | L2 | Rejected-Finance Being L2 |
| 3 | L3₹7.4 Cr+₹78.5 L (11.9%)Rejected-Finance | ₹7.4 Cr+₹78.5 L (11.9%) | L3 | Rejected-Finance Being L3 |
| 4 | L4₹8.2 Cr+₹1.6 Cr (23.6%)Rejected-Finance | ₹8.2 Cr+₹1.6 Cr (23.6%) | L4 | Rejected-Finance Being L4 |
| 5 | L5₹10.0 Cr+₹3.4 Cr (51.0%)Rejected-Finance | ₹10.0 Cr+₹3.4 Cr (51.0%) | L5 | Rejected-Finance Being L5 |
Tender Value
₹8.2 Cr
EMD Value
₹7.3 L
Closing Date
8 Jun 2020, 1:00 pmClosed
CHIEF ENGINEER
HQ CE (P) VIJAYAK PIN 931721 C/O 56 APO
Providing WMM75mmthick layer HMP readymix laying by paver compaction DBM50mm thick incl preparation WMM surf applying Primecoat Tackcoat on WMM surf and HMP readymix by paver BC40mmthick bet km10andkm22 on Rd Yalchung Niraq 81RCC16TFofPVJK Ladakh UT
2020_BRO_554491_1
CE (P) VJK/55/2019-20
Open Tender
Civil Works - Roads
Works
365 days
81 RCC
As per tender document
16 documents required · 16 mandatory
₹0
₹7.3 L
Yes
HQ CE (P) VIJAYAK PIN 931721 C/O 56 APO
4 Sept 2020
25 Mar 2020
9 Jun 2020
26 Mar 2020
8 Jun 2020
2 Apr 2020
28 Mar 2020 - 30 Mar 2020
1 Apr 2020
Amount
Altitude between 3301 Mtr to 3600 Mtr
Providing & Laying of 75 mm thick compacted Wet Mix Macadam Layer conforming to Clause 406 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) including cleaning of road surface as specified in Particular Specifications and notes of Sch ‘A’
Application of Prime Coat by mechanical means conforming to clause 502 of MORT & H specifications for Road and Bridge Works (Fifth Revision) including the cost of cationic bitumen emulsion, thorough cleaning of road surface as approved by Engineer.
Application of Tack Coat by mechanical means conforming to clause 503 of MORT&H (Fifth Revision) specifications including the cost of cationic bitumen emulsion, thorough cleaning of road surface including pre heating of emulsion to the specified temp as approved Engineer.
Providing and laying of 50 mm thick compacted DBM layer and precoated stone aggregates physical requirements/grading mix as per table: 500-8/9/10 respectively of MoRT&H specifications for road and bridge works mixed with 4.25% by weight of total mix as binder asphalt VG-10 penetration grade as per MoRT&H data book and rolled to the required specification
Providing and laying of 40 mm thick compacted Bituminous Concrete on bituminous carpet layer with precoated stone chips grading conforming to Table-500-16 of MORT&H Specification mixed with 5% binder Asphalt VG-10 penetration grade by weight of total mix and 2% cement by weight of mix (for filler) all as specified as per MoRT&H data book for road and bridge works (Fifth Revision) including cleaning of road surface as specified in Technical specification and notes of Sch ‘A’.
Altitude between 3601 Mtr to 3900 Mtr
Providing & Laying of 75 mm thick compacted Wet Mix Macadam Layer conforming to Clause 406 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) including cleaning of road surface as specified in Particular Specifications and notes of Sch ‘A’
Application of Prime Coat by mechanical means conforming to clause 502 of MORT & H specifications for Road and Bridge Works (Fifth Revision) including the cost of cationic bitumen emulsion, thorough cleaning of road surface as approved by Engineer.
Application of Tack Coat by mechanical means conforming to clause 503 of MORT&H (Fifth Revision) specifications including the cost of cationic bitumen emulsion, thorough cleaning of road surface including pre heating of emulsion to the specified temp as approved Engineer.
Providing and laying of 50 mm thick compacted DBM layer and precoated stone aggregates physical requirements/grading mix as per table: 500-8/9/10 respectively of MoRT&H specifications for road and bridge works mixed with 4.25% by weight of total mix as binder asphalt VG-10 penetration grade as per MoRT&H data book and rolled to the required specification
Providing and laying of 40 mm thick compacted Bituminous Concrete on bituminous carpet layer with precoated stone chips grading conforming to Table-500-16 of MORT&H Specification mixed with 5% binder Asphalt VG-10 penetration grade by weight of total mix and 2% cement by weight of mix (for filler) all as specified as per MoRT&H data book for road and bridge works (Fifth Revision) including cleaning of road surface as specified in Technical specification and notes of Sch ‘A’.
Mohammad Sultan and Brothers
NEW JEHLUM CONSTRUCTION CO.
M/S T L CONSTRUCTION CO
TARU ENTERPRISES
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