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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 CrAccepted-AOC | ₹4.7 Cr | L1 | Accepted-AOC BEING L1 |
| 2 | L2₹4.7 Cr+₹1.2 L (0.26%)Rejected-Finance | ₹4.7 Cr+₹1.2 L (0.26%) | L2 | Rejected-Finance BEING L2 |
| 3 | L3₹4.9 Cr+₹19.8 L (4.24%)Rejected-Finance | ₹4.9 Cr+₹19.8 L (4.24%) | L3 | Rejected-Finance BEING L3 |
| 4 | L4₹5.0 Cr+₹31.5 L (6.75%)Rejected-Finance | ₹5.0 Cr+₹31.5 L (6.75%) | L4 | Rejected-Finance BEING L4 |
Tender Value
₹3.7 Cr
EMD Value
₹4.5 L
Closing Date
28 Feb 2022, 11:00 amClosed
CHIEF ENGINEER PROJECT CHETAK
HEAD QUARTERS CHIEF ENGINEER PROJECT CHETAK, BIKANER C/O 56 APO, PIN 931707
EXEC OF RESURF ,BC 3 CM CORR WK WITH DBM , BERM-FILL, CENT AND EDGE LINE MARKING WITH THERMOPLASTIC PAINT AND FIX RD STUDS ON RD PART-I ROAD SOBASAR-KANASAR AND PARTII RD BIKAMPUR-BAJJU OF 101 RCC 49TF CHETAK IN RJ
2022_BRO_506168_1
CE (P) CTK/27/2021-22
Open Tender
Civil Works - Roads
Item Rate
180 days
101 RCC 49TF CHETAK IN RAJASTHAN
As per tender document
7 documents required · 7 mandatory
₹0
₹4.5 L
Yes
HQ CE PROJECT CHETAK, BIKANER
1 Apr 2022
5 Feb 2022
1 Mar 2022
6 Feb 2022
28 Feb 2022
6 Feb 2022
6 Feb 2022 - 9 Feb 2022
8 Feb 2022
Amount
ROAD 'SOBASAR-KANASARfrom Km 0.00 to Km 1.00 (DL) and Km 1.00 to Km 2.00 (Four Lane) (Net Length 5.091 Km Eqvt Cl-9)
Providing and laying for resurfacing works by 3.00 cm thick (compacted) Bituminous Concrete (BC) layer with HMP mix precoated stone chips having physical requirement / grading / mix composition requirements as per table 500-11/16/17 respectively mixed with minimum 5.4% binder asphalt VG-30 by weight of total mix and 2% cement / lime by weight of total aggregate (for filler) all as specified in clause 505.2.4 of MORT&H specifications for road and bridge work (fifth revision) including cleaning of road surface, applying tack coat, laying by sensor paver finisher, rolling and compaction to specified compacted thickness , all as specified in special conditions and particular specifications and as directed by Engineer-in-Charge/ OC Contract.
Providing and laying 5.0 cm thick (compacted ) DBM for correction work with precoated stone aggregate physical requirements/grading/mix composition requirement as per Table - 500-8/9/10 respectively of MORT&H specifications for road and bridge works(Fifth revision) with minimum 4.50% binder asphalt VG-30 by weight of total mix all as specified in clause 505 of MORT&H specifications for road &bridge work (Fifth revision) including cleaning of road surface applying tack coat,rolling and compaction to speceified compacted thickness ,all as specified in special conditions and particular specifications and as directed by Engineer-in-Charge/ OC Contract.
Road marking of Centr line and Edge line marking with hot applied thermoplastic paint (2.5 mm thick) conforming to clause 803.4 of MORTH specifications for road and bridge works (fifth revision) including preparation of surface and application. All as specified in special conditions and particular specifications and as directed by Engineer-In-Charge /OC Contract.
Providing and fixing of road Studs (cats eye) 100x100 mm ,diecast in aluminium ,resistant to corrosive effect of salt and grit fitted with lens reflectors, intalled in asphalt surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar ,all as per BS 893 (Part4) 1973 .All as specified in special conditions and particular specifications and as directed by Engineer-In-Charge /OC Contract.
ROAD 'BIKAMPUR-BAJJU Between Km 0.00 to Km 20.00 (Net Length 33.939 Km Eqvt Cl-9)
Providing and laying for resurfacing works by 3.00 cm thick (compacted) Bituminous Concrete (BC) layer with HMP mix precoated stone chips having physical requirement / grading / mix composition requirements as per table 500-11/16/17 respectively mixed with minimum 5.4% binder asphalt VG-30 by weight of total mix and 2% cement / lime by weight of total aggregate (for filler) all as specified in clause 505.2.4 of MORT&H specifications for road and bridge work (fifth revision) including cleaning of road surface, applying tack coat, laying by sensor paver finisher, rolling and compaction to specified compacted thickness , all as specified in special conditions and particular specifications and as directed by Engineer-in-Charge/ OC Contract.
Providing and laying 5.0 cm thick (compacted ) DBM for correction work with precoated stone aggregate physical requirements/grading/mix composition requirement as per Table - 500-8/9/10 respectively of MORT&H specifications for road and bridge works(Fifth revision) with minimum 4.50% binder asphalt VG-30 by weight of total mix all as specified in clause 505 of MORT&H specifications for road &bridge work (Fifth revision) including cleaning of road surface applying tack coat,rolling and compaction to speceified compacted thickness ,all as specified in special conditions and particular specifications and as directed by Engineer-in-Charge/ OC Contract.
Road marking of Centr line and Edge line marking with hot applied thermoplastic paint (2.5 mm thick) conforming to clause 803.4 of MORTH specifications for road and bridge works (fifth revision) including preparation of surface and application. All as specified in special conditions and particular specifications and as directed by Engineer-In-Charge /OC Contract.
Providing and fixing of road Studs (cats eye) 100x100 mm ,diecast in aluminium ,resistant to corrosive effect of salt and grit fitted with lens reflectors, intalled in asphalt surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar ,all as per BS 893 (Part4) 1973 .All as specified in special conditions and particular specifications and as directed by Engineer-In-Charge /OC Contract.
Shree Karni Traders
ASEEM AND COMPANY
Pawansut Infra Projects Pvt. Ltd.
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