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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAdmitted-Finance 419 NEW SONAL SERVICE IND ESTATE LINK ROAD MALAD W MUMBAI 400064 | MUMBAI SUBURBAN | MAHARASHTRA | 400064 | ₹1.8 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | Rejected-Technical TechnoCommercially disqualified |
| 3 | Rejected-Technical | - | - | Rejected-Technical TechnoCommercially disqualified |
| 4 | Not Admitted-Fee/PreQual/Technical 103 MONALISA CHS HARINIWAS CIRCLE THANE WEST 400602 MAHARASHTRA INDIA | THANE | MAHARASHTRA | 400602 | - | - | Not Admitted-Fee/PreQual/Technical EMD/Fee not received |
| Sl No | Description | Qty | Unit | Dynasoure Concrete Treatement Pvt.Ltd. L1 |
|---|---|---|---|---|
| 1.00Underwater Pre Survey, Marking and Surface Preparation | ||||
| 1.10 | Surface Preparation of the entire defected submersed area by hand and power tool for removing alge, mud, debris and other foreign material for exposing the defects i.e. cracks, honeycomb etc., marking the defective area and under water pre-survey by making videos and photos for accesing the quantum of the damage. | 581.81 | Sqm | 1,400 ₹8,14,534 Lowest |
| 2.00Treatment of Underwater Cracks/honeycomb area having depth upto 10mm | ||||
| 2.10 | Cutting 'V'-shape groove of 5mm to 10 mm wide and 5mm to 10 mm deep over crack line as per site requirement including labour, tools & tackles etc. | 9 | Rm | 860 ₹7,740 Lowest |
| 2.20 | Application of two component, solvent free, moisture insensitive epoxy resin putty Sikagard 694 F(I) or equivalent technical specification for the treatment of cracks, honecombs (upto 10 mm thickness) and other defective area. | 6,648.45 | Kg | 2,210 ₹1,46,93,074.5 Lowest |
| 2.30 | Drilling and fixing injection packers in crack surface including Drilling of holes in structural members at the specified intervals as per site conditions, clean the holes by air blower prior to fixing nozzles , insert 12 mm dia., minimum 50~75 mm long injection packers in cleaned holes with moisture insensitive epoxy resin based putty Sikagard 694 F(I) or equivalent technical specification, grouting the packers with approved material using suitable grouting pump as per site requirement & cutting the packers by mechanical means after completion of grouting work without damaging structural elements including cost of material, labour, tools & tackles etc but excluding cost of putty & grouting material. | 56 | Nos. | 500 ₹28,000 Lowest |
| 2.40 | Application of two part, low viscosity, moisture insensitive epoxy resin based injection grout like Sikadur®-53 UF or equivalent technical specification for the treatment of cracks. | 336 | Kg | 2,300 ₹7,72,800 Lowest |
| 3.00Treatment of Underwater honeycomb/cavity region having depth more than 10mm | ||||
| 3.10 | Providing & installating shuttering on honeycomb area by using conventional shutter as formwork-Providing, fixing and removing including loading, unloading, shifting and transportation of formwork from one location to next location, all joint shall be sealed to prevent leakage proof by using foam or rubber sheet, applying shutter oil on inner surface before fixing of shuttering (including all consumable material) for treatment of underwater honeycomb area having thickness more than 10mm. | 10 | Sqm | 4,100 ₹41,000 Lowest |
| 3.20 | Providing and under water application of Moisture Insenstive, Highstrengh,3 component fillerised epoxy grout like Sikadur® -53 UF Grout or equivalent technical specification for treatment of underwater honeycomb area having thickness more than 10mm. | 475 | Kg | 860 ₹4,08,500 Lowest |
Tender Value
₹2.1 Cr
EMD Value
₹4.2 L
Closing Date
27 Jun 2022, 4:30 pmClosed
DGM P and C
DGM P and C, Indira Sagar Power Station, narmada Nagar, Khandwa (M.P.)
Under water repair of defects (cracks, cavity honey combing etc.) for remaining blocks (other than Bl. No. 12, 13, 14 and 15) at upstream face of dam structure at Indira Sagar Power Station, Narmada Nagar, Distt Khandwa (M.P.).
2022_NHDC_692692_1
NIT No 10/1364/2022-23 Dated 01/06/2022
Open Tender
Civil Works
Item Rate
365 days
Indira Sagar Power Station
As per tender document
3 documents required · 3 mandatory
₹1,770
Yes
NHDC Ltd.
₹4.2 L
Yes
23 Sept 2022
3 Jun 2022
28 Jun 2022
3 Jun 2022
27 Jun 2022
3 Jun 2022
3 Jun 2022 - 20 Jun 2022
Amount
Underwater Pre Survey, Marking and Surface Preparation
Surface Preparation of the entire defected submersed area by hand and power tool for removing alge, mud, debris and other foreign material for exposing the defects i.e. cracks, honeycomb etc., marking the defective area and under water pre-survey by making videos and photos for accesing the quantum of the damage.
Treatment of Underwater Cracks/honeycomb area having depth upto 10mm
Cutting 'V'-shape groove of 5mm to 10 mm wide and 5mm to 10 mm deep over crack line as per site requirement including labour, tools & tackles etc.
Application of two component, solvent free, moisture insensitive epoxy resin putty Sikagard 694 F(I) or equivalent technical specification for the treatment of cracks, honecombs (upto 10 mm thickness) and other defective area.
Drilling and fixing injection packers in crack surface including Drilling of holes in structural members at the specified intervals as per site conditions, clean the holes by air blower prior to fixing nozzles , insert 12 mm dia., minimum 50~75 mm long injection packers in cleaned holes with moisture insensitive epoxy resin based putty Sikagard 694 F(I) or equivalent technical specification, grouting the packers with approved material using suitable grouting pump as per site requirement & cutting the packers by mechanical means after completion of grouting work without damaging structural elements including cost of material, labour, tools & tackles etc but excluding cost of putty & grouting material.
Application of two part, low viscosity, moisture insensitive epoxy resin based injection grout like Sikadur®-53 UF or equivalent technical specification for the treatment of cracks.
Treatment of Underwater honeycomb/cavity region having depth more than 10mm
Providing & installating shuttering on honeycomb area by using conventional shutter as formwork-Providing, fixing and removing including loading, unloading, shifting and transportation of formwork from one location to next location, all joint shall be sealed to prevent leakage proof by using foam or rubber sheet, applying shutter oil on inner surface before fixing of shuttering (including all consumable material) for treatment of underwater honeycomb area having thickness more than 10mm.
Providing and under water application of Moisture Insenstive, Highstrengh,3 component fillerised epoxy grout like Sikadur® -53 UF Grout or equivalent technical specification for treatment of underwater honeycomb area having thickness more than 10mm.
Underwater post survey and report for repair work
Under water post survey after completion of repair of defective area and submission of 2 sets of photos and videos with all lead lift complete in all respect.
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