Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹16.8 CrAccepted-AOC ADD AVANTIKA COLONY NEAR RICE MILL KAILSA ROAD AMROHA UTTAR PRADESH | AMROHA | UTTAR PRADESH | 244221 | ₹16.8 Cr | 1 | Accepted-AOC Due to lowest bid price |
| 2 | 2₹16.8 CrRejected-Finance | ₹16.8 Cr | 2 | Rejected-Finance Rejected higher bid |
| 3 | 3₹20.8 CrRejected-Finance AT B2 509 BHOOMERANG OFF CHANDIVALI FARM ROAD CHANDIVALI ANDHERI C MUMBAI 400072 | MUMBAI SUBURBAN | MAHARASHTRA | 400072 | ₹20.8 Cr | 3 | Rejected-Finance Rejected highest bid |
| 4 | Rejected-Technical | - | - | Rejected-Technical Attached Documents are not Correct |
| 5 | Rejected-Technical | - | - | Rejected-Technical Attached Documents are not Correct |
Tender Value
Refer Docs
EMD Value
₹40.8 L
Closing Date
3 Feb 2023, 4:00 pmClosed
SE IWC Pithoragarh
Superintending Engineer Irrigation work circle Pithoragarh
LANDSLIDE TREATMENT WORK AT GWALGAON IN BLOCK DHARCHULA DISTRICT PITHORAGARH UTTARAKHAND
2023_IRDCE_53845_1
03/SE/2022-23 dated 10/01/2023
Open Tender
Civil Works
90 days
Dharchula
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
EE ID Dharchula
₹40.8 L
Yes
Pithoragarh
24 Mar 2023
12 Jan 2023
4 Feb 2023
12 Jan 2023
3 Feb 2023
20 Jan 2023
19 Jan 2023
Amount
Excavation in Soil by Manual Means.(Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres)
PCC M-10 (1:3:6) in Foundation(Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Providing and laying of gabions laid in wire crates with 4 mm dia GI wire (@32 Kg/ 10 Sqm) conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications.
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M-25 (Using Concerete Mixer)
Supply , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
Supply and Fixing of Double twisted mesh over the jeo jute layer including all cost of material, labour and T & P required to complete the work in all respect, with following properties:a) mesh type: 100mm x 120mm , b) Tensile strength (500 Mpa) at a minimum elongation of 10 %. The minimum tensile strength of the mesh panel must be 40.0 kn/m in the parallel to the twist direction and 20.5 kn/m in the perpendicular to the twist direction in accordance with the requirements of IS 16014:2012. C) Zinc Coating: The coating weight shall be heavily coated and soft type confirming to the requirements of specifications IS 4826:1972. Adhesion of Zinc Coating : No flakes or crack shall be observed while testing for adhesion of zinc coating as per IS 4826:1972
Supply and fixing layer of Geo-jute mat with spraying of seeds of Lemon grass/Dedonia/Vetiver etc.,including all cost of material,labour and T&P required to complete the work in all respect,with following properties : a. Material 100 % natural,b. Weight 500 GSM, , c. Minimum Breaking Load along Machine Direction (warp way) -10.0(kN/m), Cross Direction (Weft way)- 10.0(kN/m), d. Max. Elongation at break (in %): Machine Direction (warp way) -10, Cross Direction (Weft way)- 12.0
Supply and installation of self drilling Hollow soil/rock anchor of outer dia of 32mm dia of 18.5mm, Yield Load carrying capacity of Minimum 230KN in soil/overburden/rock suitable for drilling placing and cement grouting. Installation with all accessries such as 55mm dia drill bit, coupler, 8mm thick base plate and nut bolt complete in all respect.
Cement pressure grouting through Hollow Soil/Rock Anchor of outer dia. of 38/32mm in Rock/overburden including all cost of material and equipments required to complete the grouting work at desired pressure.
Supply and Installation of 5 mm thick Type- Geo Synthetic cementitious composite mat conforming to ASTM D-8364. Including all cost of material, equipment's labour, special labour and T&P required to complete the work as per drawing.
Supply and installation of rock fall barrier of minimum energy absorption in the entire system of 5000 K J including all cost of material , labour special labour, T&P required to complete the work in all respect as per drawings,Technical Specificationsand the direction of Engineer-in-charge-6m high only ETAG 027 certified rock fall barrier shall be used.
S/F 100mm dia perforated PVC pipe
Drilling 105mm dia for fixing the perforated pipe up to 10m deep i/c all cost of material as per the direction of EIC
Scaling and removal of loose mass/rock mass lying on the slope i/c all cost of machinaries, non explosive blasting material (eg. crackamite etc.) if required, making the ramp i/c all cost of labour, material, breaking of rock piece and disposal of muck within a lead of 1Km as per drawings, technical specifications and directions of Engineer Incharge.
Maccaferri Infrastructure Private Limited
pioneer foundation engineers private limited
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid