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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 CrAccepted-AOC DISTT BARMER | BARMER | ₹8.5 Cr Quoted ₹8.7 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹8.9 Cr+₹20.1 L (2.31%)Rejected-Finance | ₹8.9 Cr+₹20.1 L (2.31%) | L2 | Rejected-Finance Being L2 |
| 3 | L3₹8.9 Cr+₹21.7 L (2.49%)Rejected-Finance | ₹8.9 Cr+₹21.7 L (2.49%) | L3 | Rejected-Finance Being L3 |
| 4 | L4₹9.3 Cr+₹59.1 L (6.78%)Rejected-Finance | ₹9.3 Cr+₹59.1 L (6.78%) | L4 | Rejected-Finance Being L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical Bidder has withdrawn the bid. |
Tender Value
₹6.2 Cr
EMD Value
₹6.4 L
Closing Date
25 Jan 2023, 12:00 pmClosed
CHIEF ENGINEER PROJECT CHETAK
HEAD QUARTERS CHIEF ENGINEER PROJECT CHETAK, BIKANER C/O 56 APO, PIN 931707
P AND L BC 3.00 CM B/FILLING AND RD MARKING 2.5 MM FM KM 0 TO KM 2.360 ON RD JASAI PARA KHARIN,FM KM 0 TO KM 26.06 ON RD KHALIFA KI BAWARI MITHARANI RAWATSAR DHIMARLI,FM KM 72.5 TO KM 91 ON RD BCK AND FM KM 0 TO KM 7.039 ON RD KHANIYANI UTARWA IN RAJ
2022_BRO_571596_1
CE(P) CTK/27/2022-23
Open Tender
Civil Works - Roads
Works
90 days
96 RCC/45 BRTF IN PROJECT CHETAK
As per tender document
8 documents required · 8 mandatory
₹0
₹6.4 L
Yes
HQ CE PROJECT CHETAK, BIKANER
23 Mar 2023
27 Dec 2022
28 Jan 2023
28 Dec 2022
25 Jan 2023
2 Jan 2023
29 Dec 2022 - 31 Dec 2022
2 Jan 2023
Amount
Resurfacing works between Km 0.00 to Km 2.360 on Jasai-Para-Kharin road Under Part A
Providing and laying correction works with 3.00 cm thick Bituminous Concrete layer (Compacted) with BC material with HMP using crushed aggregates of specified grading, mixed with Bituminous binder VG-30 Grade @ 5.4% of mix and filler confirming to Table 500-17 and physical requirement as per Table 500-16 of MORT&H specifications (Fifth Revision) , transporting the Hot Mix to work site, applying tack coat as per MORT&H specification clause 507 complete all as specified
Providing and laying 3.00 cm thick Bituminous Concrete layer (Compacted) with BC material with HMP using crushed aggregates of specified grading, mixed with Bituminous binder VG-30 Grade @ 5.4% of mix and filler confirming to Table 500-17 and physical requirement as per Table 500-16 of MORT&H specifications (Fifth Revision) , transporting the Hot Mix to work site, laying with paver finisher, rolling to desired compaction, applying tack coat as per MORT&H specification clause 507 complete all as specified
Providing and laying berm filling 3.0 cm thick compacted all as specified.
Providing and laying of Road marking with Hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads confirming to clause 803.4 of MORT&H specifications all as specified.
Resurfacing works between Km 0.00 to Km 26.06 on Khalifaki Bawari-Mitharani-Rawatsar-Dhimarli road Under Part B
Providing and laying correction works with 3.00 cm thick Bituminous Concrete layer (Compacted) with BC material with HMP using crushed aggregates of specified grading, mixed with Bituminous binder VG-30 Grade @ 5.4% of mix and filler confirming to Table 500-17 and physical requirement as per Table 500-16 of MORT&H specifications (Fifth Revision) , transporting the Hot Mix to work site, applying tack coat as per MORT&H specification clause 507 complete all as specified
Providing and laying 3.00 cm thick Bituminous Concrete layer (Compacted) with BC material with HMP using crushed aggregates of specified grading, mixed with Bituminous binder VG-30 Grade @ 5.4% of mix and filler confirming to Table 500-17 and physical requirement as per Table 500-16 of MORT&H specifications (Fifth Revision) , transporting the Hot Mix to work site, laying with paver finisher, rolling to desired compaction, applying tack coat as per MORT&H specification clause 507 complete all as specified
Providing and laying berm filling 3.0 cm thick compacted all as specified.
Providing and laying of Road marking with Hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads confirming to clause 803.4 of MORT&H specifications all as specified.
Resurfacing works between Km 72.50 to Km 91.00 on Barmer-Chohtan-Kelnore road Under Part C
Providing and laying correction works with 3.00 cm thick Bituminous Concrete layer (Compacted) with BC material with HMP using crushed aggregates of specified grading, mixed with Bituminous binder VG-30 Grade @ 5.4% of mix and filler confirming to Table 500-17 and physical requirement as per Table 500-16 of MORT&H specifications (Fifth Revision) , transporting the Hot Mix to work site, applying tack coat as per MORT&H specification clause 507 complete all as specified
Providing and laying 3.00 cm thick Bituminous Concrete layer (Compacted) with BC material with HMP using crushed aggregates of specified grading, mixed with Bituminous binder VG-30 Grade @ 5.4% of mix and filler confirming to Table 500-17 and physical requirement as per Table 500-16 of MORT&H specifications (Fifth Revision) , transporting the Hot Mix to work site, laying with paver finisher, rolling to desired compaction, applying tack coat as per MORT&H specification clause 507 complete all as specified
Providing and laying berm filling 3.0 cm thick compacted all as specified.
Providing and laying of Road marking with Hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads confirming to clause 803.4 of MORT&H specifications all as specified.
Resurfacing works between Km 0.00 to Km 7.039 on Khaniyani-Utawa road Under Part D
Providing and laying correction works with 3.00 cm thick Bituminous Concrete layer (Compacted) with BC material with HMP using crushed aggregates of specified grading, mixed with Bituminous binder VG-30 Grade @ 5.4% of mix and filler confirming to Table 500-17 and physical requirement as per Table 500-16 of MORT&H specifications (Fifth Revision) , transporting the Hot Mix to work site, applying tack coat as per MORT&H specification clause 507 complete all as specified
Providing and laying 3.00 cm thick Bituminous Concrete layer (Compacted) with BC material with HMP using crushed aggregates of specified grading, mixed with Bituminous binder VG-30 Grade @ 5.4% of mix and filler confirming to Table 500-17 and physical requirement as per Table 500-16 of MORT&H specifications (Fifth Revision) , transporting the Hot Mix to work site, laying with paver finisher, rolling to desired compaction, applying tack coat as per MORT&H specification clause 507 complete all as specified
Providing and laying berm filling 3.0 cm thick compacted all as specified.
Providing and laying of Road marking with Hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads confirming to clause 803.4 of MORT&H specifications all as specified.
Shree Karni Traders
OM PRAKASH JAIN AND COMPANY
M/s PRABHU DAN DETHA AND COMPANY
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