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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAdmitted-Finance | ₹2.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.5 Cr+₹2.4 L (0.98%)Admitted-Finance | ₹2.5 Cr+₹2.4 L (0.98%) | L2 | Admitted-Finance |
| 3 | L3₹3.1 Cr+₹59.0 L (23.9%)Admitted-Finance | ₹3.1 Cr+₹59.0 L (23.9%) | L3 | Admitted-Finance |
Tender Value
₹2.5 Cr
EMD Value
₹3.3 L
Closing Date
15 Jan 2020, 3:00 pmClosed
CHIEF ENGINEER
HQ CE (P) VIJAYAK PIN 931721 C/O 56 APO
RESURFWKS BC40MM APPLYINGTACKCOAT CORRECTION WKSWITH BM50MM THICK CENTRE EDGE LINE MARKING BET KM269.950TOKM270.300 KM272.300TO KM272.350KM273.100 TOKM274.500KM278.000TO KM281.100KM281.860 TOKM282.050ANDKM287.813 TOKM290.00ON Z K L RD UNDER 81 RCC
2019_BRO_527489_1
CE (P) VIJAYAK/34/2019-20
Open Tender
Civil Works - Roads
Works
120 days
81 RCC
As per tender documents
16 documents required · 16 mandatory
₹0
₹3.3 L
Yes
HQ CE (P) VIJAYAK PIN 931721 C/O 56 APO
1 Feb 2020
16 Dec 2019
16 Jan 2020
17 Dec 2019
15 Jan 2020
23 Dec 2019
18 Dec 2019 - 20 Dec 2019
21 Dec 2019
Amount
RESURF WKS ON DIFFERENTs LOCATTION BETWEEN KM 269.950 TO KM 290.00 ON Z-K-L road UNDER 81 RCC / 16 BRTF
Providing & Laying of Bituminous Concrete 40 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.
Marking of Centre and Edge Line with Thermo Plastic Paint and Glass Beads with Road marking Machine confirming to clause 803 of MORT&H specifications (Fifth Revision).
AMAAN ENGINEERS
TARU ENTERPRISES
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