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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.0 CrAccepted-AOC BAIKUNTHAPUR HOUSE NO 77 PO LAIMEKURI PS JONAI DISTRICT DHEMAJI PIN 787060 | DHEMAJI | DHEMAJI | ASSAM | 787060 | ₹16.0 Cr | L1 | Accepted-AOC Workable and Reasonable |
| 2 | L2₹21.1 CrRejected-AOC | ₹21.1 Cr | L2 | Rejected-AOC Quoted price is higher than L1 Bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical TECHNICALLY NOT VIABLE |
| 4 | Rejected-Technical HIMALAYA COMPLEX MAIN BAZAAR LEH | LEH LADAKH | LADAKH | 194001 | - | - | Rejected-Technical TECHNICALLY NOT VIABLE |
| 5 | Rejected-Technical | - | - | Rejected-Technical TECHNICALLY NOT VIABLE |
Tender Value
₹13.4 Cr
EMD Value
₹9.9 L
Closing Date
17 Jun 2023, 6:00 pmClosed
Chief Engineer Project Yojak
Headquarters Chief Engineer Project Yojak Near Solang Valley Manali Distt Kullu Himachal Pradesh 175103
P/LAYING AND COMPACTION OF SURFACING WORKS COMPRISING OF WMM LAYERS OF 75 MM, PRIME COAT, TACK COAT, DBM 75 MM THICK BC 40 MM AS PER SCHEDULE A AND PARTICULAR SPECIFICATIONS B/T KM 36 TO KM 54 ON SUMDO-PHOTOKSAR-YALCHUNG ROAD UNDER 114 RCC OF (P) YJK
2023_BRO_598179_1
CE (P) YJK -03 of 2023-24
Open Tender
Civil Works - Roads
365 days
KM 36 TO 54 ON SUMDO-PHOTOKSAR-YALCHUNG RD/114 RCC
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹9.9 L
Yes
Chief Engineer Project Yojak
4 May 2024
25 May 2023
19 Jun 2023
25 May 2023
17 Jun 2023
2 Jun 2023
25 May 2023 - 2 Jun 2023
1 Jun 2023
Amount
SURFACING WORKS (ALTITUDE 3901- 4800 mtr)
Providing, Laying, spreading and compacting graded stone aggregate grading as per table No 400-13 and satisfying the physical requirement as per Table No.400-12 of MORT&H Specifications for Wet Mix Macadam of 75 mm Compacted thickness 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 conforming to Clause 406 of MORT&H Specifications for Road and Bridge Works (5th Revision) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge /OC Contract
Providing laying & compaction of 75 mm thick DBM layer, precoated stone aggregate physical requirement/grading/mix composition requirement as per Table -500-8/9/10 ( clause of 505) respectively of MORT&H specifications for road and bridge works with 4.50% asphalt VG-10 penetration grade as per MORT&H (5th Revision) data book and rolled to the required specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in- Charge
Providing, laying & compaction of Bituminous Concrete 40 mm compacted thickness on bituminous carpet layer conforming to Table : 500-17 and mix satisfying the physical requirement of table: 500-16 ( clause of 507) of MORT&H (5th Revision) specifications mixed with 5.4% 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 and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge/ OC Contract
Providing and Applying of Prime Coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer @ 7.5 Kg per 10 sqm by mechanical means conforming to clause 502 of MORT & H specifications for Road and Bridge Works (5th Revision) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract
Providing and Applying of Tack Coat with bitumen emulsion using bitumen pressure distributor @ 2.5kg/10 sqm on prepared bituminous/granular surface cleaned with mechanical broom, all complete as clause 503 of MORT&H (5th Revision) specifications as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge /OC Contract
Marking of Centre and Edge Line with Thermo Plastic Paint (2.5 mm thick) and Glass Beads with Road marking Machine confirming to clause 803 of MORT&H specifications (5th Revision) as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge/ OC Contract
Earth work in embankment filling for earthen shoulders 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 mechanical/manual means conforming to clause 408 of MORT&H (5th Revision) specifications as specified in Particular Specifications and notes of Sch ‘A’ and as directed and approved by Engineer-in-Charge / OC Contract
LSR INFRACON PVT LTD
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