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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.3 CrAccepted-AOC HATHRANGIYA LOHAGHAT CHAMPAWAT UTTARAKHAND | ₹5.3 Cr | 1 | Accepted-AOC lowest bidder |
| 2 | 2₹5.3 Cr+₹70,722 (0.13%)Rejected-Finance TANAKPUR ROAD PITHORAGARH UTTARAKHAND | ₹5.3 Cr+₹70,722 (0.13%) | 2 | Rejected-Finance Higher Bid |
| 3 | 3₹5.4 Cr+₹9.0 L (1.70%)Rejected-Finance SC 326 SHASTRI NAGAR GHAZIABAD | GHAZIABAD | UTTAR PRADESH | 201001 | ₹5.4 Cr+₹9.0 L (1.70%) | 3 | Rejected-Finance Higher Bid |
| 4 | 4₹6.4 Cr+₹1.1 Cr (21.6%)Rejected-Finance | ₹6.4 Cr+₹1.1 Cr (21.6%) | 4 | Rejected-Finance Higher Bid |
| 5 | Rejected-Technical | - | - | Rejected-Technical Physical documents not submitted |
Tender Value
Refer Docs
EMD Value
₹13 L
Closing Date
16 Feb 2024, 1:00 pmClosed
Superitending Engineer IWC Pithoragarh
Superitending Engineer IWC Pithoragarh
Flood protection works along left Bank of Kuti river at Gunji village in block Dharchula Pithoragarh
2024_IRDCE_68038_1
09/SE/2023-24 DATED 15/01/2024
Open Tender
Civil Works
Item Rate
365 days
Dharchula
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
EE ID Dharchula
₹13 L
Executive Engineer ID Dharchula
21 Jun 2024
22 Jan 2024
16 Feb 2024
22 Jan 2024
16 Feb 2024
22 Jan 2024
30 Jan 2024
Amount
Excavation of river bed material in Hilly area for foundation of Retaining wall/ Gravity wall by mechanical means without using Dozer including cutting and trimming of side slopes and disposing/ backfilling & levelling of excavated material with lead upto 1000 m as per technical specification and direction of Engineer-in charge.
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 (Nominal mix 1:3:6)
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 20 Nominal mix (1:2:4)
Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete as per drawing and technical specifications Clause 1301
Providing weep holes in stone masonry wall with 100 mm dia PVC pipe extending through the full width of the wall with slope of 1H:20V towards drawing face complete as per drawing and technical specifications.
Providing and laying Expansion joints using 6 mm thick and 6*4 foot size plywood as per drawing and direction of engineer in charge including cost of material, labour and T& P required for proper completion of work.
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
Dewatering of water due to seepage of ground water and surface water due to rain etc. including supply of all machine operator, khalashi, POL, T&P, accessories required for proper completion of the work.
Hydraulic Excavator 0.9/1.0 cum (incuding fuel & operator)
G. S. Matiyani And Sons
M/S SHARMA CONSTRUCTION PROJECT PRIVATE LIMITED
Raj Shyama Constructions Pvt. Ltd.
stage.html
html • 0.06 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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details.html
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