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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | First Lowe₹5.5 CrAccepted-AOC | ₹5.5 Cr | First Lowe | Accepted-AOC Awarded due to First Lowest Bidder |
| 2 | Second Low₹5.8 CrRejected-Finance | ₹5.8 Cr | Second Low | Rejected-Finance Rejected due to second lowest |
| 3 | Rejected-Technical | - | - | Rejected-Technical Bid not responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Bid not responsive |
Tender Value
Refer Docs
EMD Value
₹10.5 L
Closing Date
7 Feb 2020, 2:30 pmClosed
General Manager (Civil Contracts-III)
NHPC Ltd., NHPC Office Complex, Room No.220B, 2nd Floor, Sector-33, Faridabad -121003 Haryana, India
Package C-4 - Construction of vertical Bored cast -in-situ pile works and instrumentation works at Bye pass tunnel area and Penstock area, Loktak Power Station (Manipur)
2019_NHPC_525592_1
NH/CC-3/Loktak-C4/PR10219/202
Open Tender
Civil Works
Works
510 days
Loktak Power Station
As per Tender Document
8 documents required · 8 mandatory
₹1,500
NHPC Ltd
₹10.5 L
NHPC Office Complex, Sector-33, Faridabad
30 Jul 2020
11 Dec 2019
12 Feb 2020
11 Dec 2019
7 Feb 2020
23 Dec 2019
16 Dec 2019
Amount
Byepass Tunnel area
Surface Excavation
Common Excavation
Minor Excavation
Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M25/A20 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic piling Rig all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Note: Truck Mounted rotary/TMR/ Tubewell boring machine shall not be used. -500 mm dia piles
Reinforcing steel (For bored piles)
RCC in superstructure for Pile cap & Tie Beam including formwork, etc. - M25A20 concrete
Reinforcing steel (For pile cap, tie beam and other works)
Cement variation
Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge.
Single pile above 50 tonne and upto 100 tonne Safe capacity
Initial test (Test Load 2.5 times the Safe capacity)
Routine test (Test Load 1.5 times the Safe capacity)
Monitoring Instruments
Drilling of HX size bore hole (approx. for 20No. of drill holes)
Supply & Installation of inclinometer casing including telescopic couplings/sections, bottom cap, top cap and other accessories complete including Grouting/ sealing of drill hole with cement sand /cement bentonite mixture.
Supply of Inclinometer measurement system i.e. suitable set of torpedos/probes etc.
Carrying out Laboratory & In-situ tests
Laboratory tests on Rock Samples
UCS with modulus of elasticity (dry & saturated)
Triaxial Shear Test for shear parameters (C & Ø )
Modulus of Elasticity, Poissons ratio & Tensile Strength
Bulk Density, Grain Density, Water Content
Laboratory tests on Soil Samples
Grain size distribution, Atterberg limit
Specific gravity, Relative density, In-situ density, Moisture content (OMC/MDD)
Direct Shear Test
In-situ Tests
Standard Penetration Test
Permeability Test (in Overburden & Rock)
RK FORTUNE DEVELOPERS PRIVATE LIMITED
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