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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAccepted-AOC ADD HANUMAN MANDIR ROAD KRISHNAPURI CHUTIA DORANDA CHUTIYA RANCHI JHARKHAND 834001 | RANCHI | JHARKHAND | 834001 | ₹2.4 Cr | L1 | Accepted-AOC LOWEST ONE RATE |
| 2 | L2₹2.5 Cr+₹65,196.28 (0.27%)Rejected-Finance ADD HANUMAN MANDIR ROAD KRISHNAPURI CHUTIA DORANDA CHUTIYA RANCHI JHARKHAND 834001 | RANCHI | JHARKHAND | 834001 | ₹2.5 Cr+₹65,196.28 (0.27%) | L2 | Rejected-Finance NOT LOWEST RATE |
| 3 | Rejected-Technical ADD HANUMAN MANDIR ROAD KRISHNAPURI CHUTIA DORANDA CHUTIYA RANCHI JHARKHAND 834001 | RANCHI | JHARKHAND | 834001 | - | - | Rejected-Technical DISQUALIFIED |
| 4 | Rejected-Technical BLOCK NO 322 2 3 ROAD NO 25 ADITYAPUR 2 JAMSHEDPUR PIN 831013 | SARAIKELA KHARSAWAN | JHARKHAND | 831013 | - | - | Rejected-Technical DISQULIFIED |
| 5 | Rejected-Technical 00 IBRAHIMPUR NAGWAN NAUBATPUR PATNA BIHAR 801109 | PATNA | BIHAR | 801109 | - | - | Rejected-Technical DISQUALIFIED |
Tender Value
₹2.5 Cr
EMD Value
₹4.9 L
Closing Date
8 Apr 2024, 5:00 pmClosed
Secretary
3rd floor new JIADA Building, Industrial Area, Namkum, Ranchi
Construction of RCC Cover Drain Size 1.5x1.5m for Adityapur Industrial Area, JIADA
2024_JIADA_85908_1
JIADA/18/Adityapur/2023-24
Open Tender
Civil Works
Item Rate
180 days
Adityapur
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹4.9 L
1 Jul 2024
22 Mar 2024
10 Apr 2024
22 Mar 2024
8 Apr 2024
22 Mar 2024
Amount
Earth work in Excavation
Earth work in Excavation of Foundation of Strycture as per drawing and technical specification, including setting out, consruction of shoring and bracing removal of stumps and other deleterious matter, dressing of sides and bottom and backling with approved materal
Providing P.C.C.M10 with nominal mix (1:3:6) in foundation with crushed stone aggregate 40mm nominal size mechnically mixed placed in foundation and compacted by vibration including curing for 14 days
Providing R.C.C.M20 in substructure with crushed stone aggregate 40mm nominal size mechnically mixed placed in foundation and compacted by vibration including curing for 14 days Base Slab Side Wall Base Slab Side Wall.
Providing R.C.C.M30 in superstructure with crushed stone aggregate 40mm nominal size mechnically mixed placed in foundation and compacted by vibration including curing for 14 days cover.
Supplying, fitting, and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications.
LABOUR CESS
M/S S.S. ENTERPRISES
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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details.html
html • 0.03 MB
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