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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 CrAccepted-AOC 306 B 2 SOUTH BLOCK BAHU PLAZA JAMMU J K 180004 | JAMMU | JAMMU AND KASHMIR | 180004 | ₹6.9 Cr | L1 | Accepted-AOC Being lowest bidder |
| 2 | L2₹7.7 Cr+₹73.4 L (10.6%)Rejected-Finance | ₹7.7 Cr+₹73.4 L (10.6%) | L2 | Rejected-Finance Not being lowest bidder. |
| 3 | L3₹11.6 Cr+₹4.7 Cr (67.6%)Rejected-Finance | ₹11.6 Cr+₹4.7 Cr (67.6%) | L3 | Rejected-Finance Not being lowest bidder. |
| 4 | Rejected-Technical | - | - | Rejected-Technical Found non-responsive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Found non-responsive |
Tender Value
₹6.6 Cr
EMD Value
₹6.6 L
Closing Date
2 Nov 2023, 12:00 pmClosed
Chief Engineer, Project Vijayak
HQ CE (P) Vijayak, C/o 56 APO, Pin 931721, Kargil, Ladakh
PROVIDING AND LAYING OF SURFACING LAYERS, ROAD MARKING WITH THERMOPLASTIC PAINT AND DELINETORS BETWEEN KM 20.250 AND KM 30.125 ON ROAD TASIR-LOADING POINT UNDER 55 RCC/ 762 BRTF PROJECT VIJAYAK IN LADAKH (UT)
2023_BRO_621675_1
CE (P) Vijayak/20/2023-24
Open Tender
Construction Works
Item Rate
545 days
Km 20.250 - 30.125 ON ROAD TASIR-LOADING POINT
As per Tender Clauses
9 documents required · 9 mandatory
₹0
₹6.6 L
Yes
HQ CE (P) Vijayak, C/o 56 APO, Kargil, Ladakh
16 Dec 2023
6 Oct 2023
3 Nov 2023
7 Oct 2023
2 Nov 2023
13 Oct 2023
9 Oct 2023 - 11 Oct 2023
12 Oct 2023
Amount
Surf wks between Km 20.250 to Km 30.125 on road Tasir – Loading Point
Preparation of sub-grade in HR by excavating upto 20 cm avg depth, filling with small stone metal out of excavated material, dressing to required camber or super elevation and consolidating with power roller incl disposal of surplus material within a lead of 30 m as specified in Particular Specifications and as approved by Engineer-In-Charge.
Preparation of sub-grade in SMB by excavating upto 20 cm avg depth, filling with small stone metal out of excavated material, dressing to required camber or super elevation and consolidating with power roller incl disposal of surplus material within a lead of 30 m as specified in Particular Specifications and as approved by Engineer-In-Charge.
Earthwork in embankment by filling with earth free from roots etc. spreading in layers not exceeding 30 cm including watering and finishing to required slope & level not exceeding 1.5 m high above the base in ordinary soil in hill roads where cut & fill method is adopted as specified in Particular Specifications and as approved by Engineer-In-Charge.
GSB 15 cm thick (compacted ) with stone aggregate conforming to grading No 1 as per Tables-400-1 of MORT&H specifications for Road and Bridge Works including supply of material, watering and compaction all complete as specified in Particular Specifications and as approved by Engineer-In-Charge.
Providing, Laying. compaction of Wet Mix Macadam of 75 mm Compacted thickness conforming to Clause 406 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) as specified in Particular Specifications and as approved by Engineer-In-Charge.
Providing, Laying. compaction of Wet Mix Macadam of 100 mm Compacted thickness conforming to Clause 406 of MORT&H Specifications for Road and Bridge Works (Fifth Revision) as specified in Particular Specifications and as approved by Engineer-In-Charge.
Application of Prime Coat by mechanical means conforming to clause 502 of MORT & H specifications for Road and Bridge Works (Fifth Revision) as specified in Particular Specifications and as approved by Engineer-In-Charge.
Application of Tack Coat by mechanical means conforming to clause 503 of MORT&H (Fifth Revision) specifications as specified in Particular Specifications and as approved by Engineer-In-Charge.
Providin,g laying & compaction of DBM 50 mm Compacted thickness conforming to clause 505 of MORT&H (Fifth Revision) specifications as specified in Particular Specifications and as approved by Engineer-In-Charge.
Providing, laying & compaction of Bituminous Concrete 40 mm compacted thickness on bituminous carpet layer conforming to clause 507 of MORT&H (Fifth Revision) specifications as specified in Particular Specifications and as approved by Engineer-In-Charge.
Providing Sand Blanketing to a depth of 25 mm spraying water, compacting with power roller all complete as specified in Particular Specifications and as approved by Engineer-In-Charge..
Marking of Edge Line with Thermo Plastic Paint and Glass Beads with Road marking Machine confirming to clause 803 of MORT&H specifications (Fifth Revision) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engr-In-Charge.
Supplying and installation of delineators (900 mm) (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100 mm rectangular or 75 mm dia circular refelectorised panels at the top, buried or pressed into the ground and conforming to IRC:79 and the drawings, all complete as per clause 805 of MoSRT&H specifications as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engr-In-Charge.
M/S Mohd Murtaza
AMAAN ENGINEERS
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