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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹67.0 LAccepted-AOC | L1 | Accepted-AOC 1st lowest | |
| 2 | L2₹70.9 L+₹3.9 L (5.79%)Rejected-AOC | L2 | Rejected-AOC 2nd Lowest |
Tender Value
Refer Docs
EMD Value
₹1.4 L
Closing Date
13 Mar 2023, 5:00 pmClosed
EE UK Peyjal Nigam Didihat
EE UK Peyjal Nigam Didihat
Gunjee W/S Scheme JJM Phase II
2023_MDPEY_55348_1
Letter No. 319 /Nivida/ 49 Dated 21 /02/2023
Open Tender
Civil Works - Water Works
Item Wise
270 days
EE UK Peyjal Nigam Didihat
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
EE UK Peyjal Nigam Didihat
₹1.4 L
26 Sept 2023
23 Feb 2023
18 Mar 2023
24 Feb 2023
13 Mar 2023
25 Feb 2023
Amount
Survey design and Supply carting, laying jointing, fixing and testing of following size G.I. Screwed pipes with special and fittings including cutting and threading of pipes etc. Complete of the following size G.I. (M) pipes I.S. 1239.
G.I. Pipe 40 mm dia
G.I. Pipe 50 mm dia
G.I. Pipe 65 mm dia
Supply of following valves and fittings ISI marked class -I as per IS - 788/1971 at site of work and fitting at pipe line as required.. Wheel Valve/scour valve
50 mm dia
40 mm dia
Supply of following valves and fittings ISI marked class -I as per IS - 788/1971 at site of work and fitting at pipe line as required. C.I. Air Valve
15 mm dia
Excavation of earth work for pipe line in following starta, lift upto 1.5M and lead up to 30 m including refilling, watering and ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60 m from trenches including supply of labour and T&P etc. all complete (Assuming that 90% pipeline is laid in trenches). It is estimated that 75% excavation will be in soil mixed with single, bajari & boulders and rest 25% in medium rocks.
Soil Mixed
Medium Rock
Provide all materials, labour, T&P, construction of following chambers as per type design.
Wheel Valve (0.60m x 0.60m)
Air Valve Chamber (0.45m x 0.45m)
Provide all material , labour , T& P and construction of protection work for gravity.
R.R 1:6 stone masonry
R.R dry stone masonry
Provide and lay P.C.C. 1:2:4 with cement local sand and 20mm guage stone girt including supply of materials, labour., T&P required for proper completion of work in foundation.
Provide and lay P.C.C. 1:4:8 with cement local sand and 40mm guage stone ballast including supply of materials, labour., T&P required for proper completion of work in foundation.
Supply of all material, labour, T&P and construction of Intake Chamber as per drawing & design. Minimum internal size(0.60mx0.60mx.60m).
Supply of all material, labour, T&P and construction of R.C.C. S.C.C Cum Roughing Filter as per drawing & design with minimum internal size (1.0mx1.0mx1.80m)
M/s Manohar Singh
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
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details.html
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