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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 CrAccepted-AOC | ₹9.6 Cr | L1 | Accepted-AOC L1 responsive bidder |
| 2 | L2₹9.8 CrRejected-AOC ADD AVANTIKA COLONY NEAR RICE MILL KAILSA ROAD AMROHA UTTAR PRADESH | AMROHA | UTTAR PRADESH | 244221 | ₹9.8 Cr | L2 | Rejected-AOC Not L1 bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical non responsive as per section III evaluation and qualification criteria 3.1 (i),(ii) Financial capabilities |
| 4 | Rejected-Technical 825 GANDHI CHOWK RANIKHET ALMORA | - | - | Rejected-Technical non responsive as per section III evaluation and qualification criteria 4.2 specific construction and contract management experience. |
Tender Value
Refer Docs
EMD Value
₹22.7 L
Closing Date
22 Nov 2019, 11:00 amClosed
Program Manager PIU Slope Bridge and Irrigation
4th Floor DDPM Tower Nathanpur Haridwar Bypass Road Dehradun
River bank protection
2019_pwd_20697_1
UDRP/AF/RBP/08
Open Tender
Civil Works
540 days
Chamoli
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,900
Prog Mngr PIU Slope Bridge and Irrigation UDRP AF
₹22.7 L
Office of Program Manager, Dehradun
10 Feb 2020
21 Oct 2019
22 Nov 2019
21 Oct 2019
22 Nov 2019
4 Nov 2019
21 Oct 2019 - 31 Oct 2019
31 Oct 2019
Amount
Excavation in Cutting in Soil
Excavation in Soil using Hydraulic Excavator and Tippers with disposal up to 1000 m: Excavation in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift up to 1.5 m and lead up to 1000 m as per Technical Specification Clause 302.3
Excavation for Structures
Ordinary soil
Excavation in foundation for retaining and breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer- in - charge
Up to 3m depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
P.C.C. grade M 10
P.C.C. grade M 20
Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1204
P.C.C. grade M 20
PCC grade M15
Providing and Laying reinforced cement concrete in substructure complete as per drawings and technical specification clause 800, 1205.54 and 1205.5
R.C.C. grade M30, Up to 5.0 Mtr
Stone masonry in cement mortar for substructure complete as per drawing & technical specification clause 702,704,1202 and 1204
Random Rubble Masonry (RRM)
Cement Mortar (1:5)
Backfilling behind abutment, wing wall and return wall complete as per drawing & technical specification clause 1204.3.8
Hand Packed stone filling in back of walls including cost of all materials, royalty, T & P etc. complete as per direction of Engineer-in-charge.(As per PWD Uttarakhand specifications).
Geotextile Filter (Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.)
Construction of Embankment with material obtained from Roadway cutting construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specifications Clause 301.5
Supplying, fitting and placing TMT bar reinforcement in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no. 1.6)
Providing weep holes in stone masonry, plain concrete Retaining wall with 100 mm dia Perforated PVC pipe extending through the full width of the structures with slope 1(V):20(H) towards drawing face complete as per drawing and technical specification.
25mm Thermocol Fibre board for Filler expansion joint with 10 m spacing (amount including 10% wastage)
Environmental Monitoring (Pre-Construction)
Ambient air quality monitoring
Ambient noise level monitoring
Water quality monitoring of surface water/Drinking water
Environmental Monitoring (Construction)
Ambient air quality monitoring
Ambient noise level monitoring
Water quality monitoring of surface water
Water quality monitoring of Drinking water
Mitigation and Enhancement Measure Cost
Water Sprinkling by Water Tanker/Pressure jet pump at haul road to minimise the dust pollution during construction activities. It has been considered for at least 2 hours/ day for 100 days
Environmental Training
Environmental Management Plan Implementation training at site
M/s Arun Construction
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