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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC 0 MATADIN KAKRAHI KAKRAHI BHARTHANA ETAWA ETAWAH UTTAR PRADESH 206242 | ETAWAH | UTTAR PRADESH | 206242 | ₹3.4 L Quoted ₹4.4 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹4.4 L+₹1,967.90 (0.45%)Rejected-Finance | ₹4.4 L+₹1,967.90 (0.45%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹4.8 L+₹38,529.02 (8.76%)Rejected-Finance | ₹4.8 L+₹38,529.02 (8.76%) | L3 | Rejected-Finance Rejected |
| 4 | L4₹4.9 L+₹47,336.80 (10.8%)Rejected-Finance | ₹4.9 L+₹47,336.80 (10.8%) | L4 | Rejected-Finance Rejected |
Tender Value
₹3.6 L
EMD Value
₹7,300
Closing Date
15 Jul 2020, 10:30 amClosed
Executive Engineer RB MC Shimla
Executive Engineer RB MC Shimla
Path from Elysium Devidhar road to Harmalina Apartment RD 0 0 to 0 110 (SH Construction of C C Path and M S railing) in ward No 1
2020_MC_38488_1
1323Dated18062020
Open Tender
Civil Works
Item Rate
120 days
Shimla
Please refer Tender Documents
6 documents required · 6 mandatory
₹350
Executive Engineer RB MC Shimla
₹7,300
11 Aug 2023
1 Jul 2020
15 Jul 2020
1 Jul 2020
15 Jul 2020
1 Jul 2020
Amount
Random rubble masonry/polygonal rubble masonry (Uncoursed/ brought to courses) with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement: 6 sand; 12 graded stone aggregate 20mm nominal size) in cement mortar 1:6 (1 cement: 6 sand) in breast walls and retaining walls
Excavation in earth work in all kinds of earth work including spade work, pick work, jumper work, B/work chiseling wedging out of rock etc. up to all lifts in earth work including dressing of sides and bed and disposing of excavated earth to be leveled and neatly dressed as directed by the Engineer-in-charge. (Disposal of earth/muck in MC dumping site at Bharyal free of cost, transportation charges will be paid extra)
Providing and laying cement concrete 1:6:12 (1 cement: 6 sand: 12 graded stone aggregate 40mm nominal size) and curing complete excluding cost of centring and shuttering in Foundation and plinth
Providing and laying cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in Foundation and plinth.
Providing and fixing M.S pipe railling of standrad design 1.65*0.90 mm approximately weight @ 24.50kg per pannel including appliying priming coat .
KHOOB CHAND
MADAN SINGH
CHAMAN LAL
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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