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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.4 LAccepted-Finance A 236 3RD FLOOR CHATTARPUR ENCLAVE PHASE II CHATTARPUR NEW DELHI 110074 | NEW DELHI | SOUTH DELHI | DELHI | 110074 | L1 | Accepted-Finance Accepted being L1 | |
| 2 | L2₹3.3 Cr+₹3.0 Cr (1071.3%)Rejected-Finance 2 5 MILE BYEPASS NEAR KRISHNA KANTA SILIGURI 734001 | SILIGURI | DARJEELING | WEST BENGAL | 734001 | L2 | Rejected-Finance Rejected being L2 |
Tender Value
₹2.5 Cr
EMD Value
₹3.3 L
Closing Date
8 Jun 2024, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Chief Engineer Project Swastik
O/O Chief Engineer Project Swastik C/o 99 APO Pin 931717 BRO Burtuk Sikkim
CONSTRUCTION OF PERMANENT WORKS FOR 400 FEET BAILEY SUSPENSION BRIDGE OVER RIVER KHANAKA AT 6TH MILE DZONGU IN MANGAN DISTRICT AS PER MORTH SPECIFICATIONS FOR ROADS AND BRIDGE WORKS AND RELEVENT I S CODES UNDER 107 RCC/758 BRTF UNDER PROJECT SWASTIK
2024_BRO_654101_1
80581
Open Tender
Civil Works
Item Rate
150 days
AT 6TH MILE DZONGU IN MANGAN DISTRICT
As per tender documents
8 documents required · 8 mandatory
₹0
₹3.3 L
Yes
O/O Chief Engineer Project Swastik
6 Sept 2024
15 May 2024
10 Jun 2024
15 May 2024
8 Jun 2024
22 May 2024
15 May 2024 - 20 May 2024
21 May 2024
Amount
CONSTRUCTION OF PERMANENT WORKS FOR 400 FEET BAILEY SUSPENSION BRIDGE (TO BE CONSTRUCTED BY OTHER AGENY) OVER RIVER KHANAKA AT 6TH MILE DZONGU IN MANGAN DISTRICT (DEPOSIT WORK) AS PER MORT&H SPECIFICATIONS FOR ROADS AND BRIDGE WORKS (FIFTH REVISION 2013) AND RELEVENT I S CODES UNDER 107 RCC/758 BRTF UNDER PROJECT SWASTIK IN SIKKIM STATE (JOB NO 314/202)”: TENDER NO. CE (P) SWTK/09/2024-25
Excavation in trenches not exceeding 1.2 m width and 1.5 m depth in soil/soil mixed with boulders(SMB) including dressing bottom and sides getting out and disposing all excavated materials lead upto 6 m and lift upto 1.5 m as directed by Engineer-In Charge
Plain cement concrete 1:4:8 (1 cement: 4 sand aggregate of size 4 cm graded downwards) in foundation or elsewhere as directed by Engineer-In Charge (excluding the cost of centering/shuttering)
Centering/Shuttering(Steel) including strutting, propping and removal of formwork as directed by Engineer-In Charge
Laying reinforcement including cutting bending, binding, providing hooks overlaps etc bars upto 12 mm as directed by Engineer-In Charge
Laying reinforcement including cutting bending, binding, providing hooks and overlaps etc bars above 12 mm as directed by Engineer-In Charge
Reinforced cement concrete M-35 nearly corresponding to nominal mix as directed by Engineer-In Charge (encluding the cost of reinforcement & centering/shuttering
Cost of Steel
M/s Santosh Kumar Agarwal
stage.html
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tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
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