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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC PHAYANG GOMPA COMPLEX AGLING ROAD SKALZANGLING LEH LADAKH J K 194101 | LEH | LEH | LADAKH | 194101 | ₹1.7 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹1.7 Cr+₹1.9 L (1.15%)Rejected-Finance | ₹1.7 Cr+₹1.9 L (1.15%) | L2 | Rejected-Finance Being L2 |
| 3 | L3₹1.8 Cr+₹9.4 L (5.57%)Rejected-Finance | ₹1.8 Cr+₹9.4 L (5.57%) | L3 | Rejected-Finance Being L3 |
Tender Value
₹5.3 Cr
EMD Value
₹5.9 L
Closing Date
18 Jan 2020, 3:00 pmClosed
CHIEF ENGINEER PROJECT VIJAYAK
HQ CE (P) VIJAYAK PIN 931721 C/O 56 APO
RESURFWKOF BC30MMAPPLYING TACKCOAT CORRECTION WKWITH BM50MMTHICK BETKM143.000 TO KM 151.000AND KM151.920 TOKM153.000ON LEHCHALUNKA RDASPARTI BETKM23.219 TO KM 32.010ON POST9TOREMA REWARIRDASPARTII ANDBETKM0.00 TOKM7.825 ONPOST9TOAREA FLATRDASPARTIII
2019_BRO_529506_1
CE (P) VIJAYAK/42/2019-20
Open Tender
Civil Works - Roads
Works
180 days
54 RCC
As per tender document
16 documents required · 16 mandatory
₹0
₹5.9 L
Yes
HQ CE (P) VIJAYAK PIN 931721 C/O 56 APO
18 May 2020
21 Dec 2019
20 Jan 2020
23 Dec 2019
18 Jan 2020
28 Dec 2019
24 Dec 2019 - 26 Dec 2019
27 Dec 2019
Amount
PART-I (Resurfacing works between Km 143.00 to Km 151.00 & Km 151.920 to Km 153.00 on Leh-Chalunka road)
Providing & Laying of Bituminous Concrete 30 mm consolidated thick conforming to Clause 507 of MORT&H Specification for road and bridge works (Fifth Revision) including cleaning of road surface as specified in Particular specification and notes of Sch ‘A’
Providing & Laying of 50 mm thick compacted Bituminous Macadam Layer and precoated stone aggregates for correction work ,physically requirements/grading conforming to Clause 500-6 & 7 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) mixwd with 3.3% by weight of total mix as per binder asphalt VG-10 penetration grade as per MoRT &H data book and rolled to the required specification including cleaning of road surface as specified in Particular Specifications and notes of Sch ‘A’
Application of Tack Coat by mechanical means conforming to clause 503 of MORT&H (Fifth Revision) specifications including the cost of cationic bitumen emulsion (RS 1) complyijng with IS : 8887 or suitable low viscocity paving bitumen of VG 10 grade conforming to IS : 73, thorough cleaning of road surface including pre heating of emulsion to the specified temp as approved by Engineer-In-Charge.
Description of Work / Item(s)
Amount
PART-II (Resurfacing works Bet Km 23.219 to Km 32.010 on Post-9 to Rema Rewari road)
Providing & Laying of Bituminous Concrete 30 mm consolidated thick conforming to Clause 507 of MORT&H Specification for road and bridge works (Fifth Revision) including cleaning of road surface as specified in Particular specification and notes of Sch ‘A’
Providing & Laying of 50 mm thick compacted Bituminous Macadam Layer and precoated stone aggregates for correction work ,physically requirements/grading conforming to Clause 500-6 & 7 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) mixwd with 3.3% by weight of total mix as per binder asphalt VG-10 penetration grade as per MoRT &H data book and rolled to the required specification including cleaning of road surface as specified in Particular Specifications and notes of Sch ‘A’
Application of Tack Coat by mechanical means conforming to clause 503 of MORT&H (Fifth Revision) specifications including the cost of cationic bitumen emulsion (RS 1) complyijng with IS : 8887 or suitable low viscocity paving bitumen of VG 10 grade conforming to IS : 73, thorough cleaning of road surface including pre heating of emulsion to the specified temp as approved by Engineer-In-Charge.
Description of Work / Item(s)
Amount
PART-II (Resurfacing works Bet Km 0.00 to Km 7.825 Post-9 to Area Flat road)
Providing & Laying of Bituminous Concrete 30 mm consolidated thick conforming to Clause 507 of MORT&H Specification for road and bridge works (Fifth Revision) including cleaning of road surface as specified in Particular specification and notes of Sch ‘A’
Providing & Laying of 50 mm thick compacted Bituminous Macadam Layer and precoated stone aggregates for correction work ,physically requirements/grading conforming to Clause 500-6 & 7 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) mixwd with 3.3% by weight of total mix as per binder asphalt VG-10 penetration grade as per MoRT &H data book and rolled to the required specification including cleaning of road surface as specified in Particular Specifications and notes of Sch ‘A’
Application of Tack Coat by mechanical means conforming to clause 503 of MORT&H (Fifth Revision) specifications including the cost of cationic bitumen emulsion (RS 1) complyijng with IS : 8887 or suitable low viscocity paving bitumen of VG 10 grade conforming to IS : 73, thorough cleaning of road surface including pre heating of emulsion to the specified temp as approved by Engineer-In-Charge.
ABDULLAH
M/S TSERING TUNDUP
M/S TSERING TUNDUP
ABDULLAH
Betong Construction Co.
M/S TSERING TUNDUP
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