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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | ist lowest₹7.3 CrAccepted-AOC CT PUBLIC SCHOOL PHAYAL KHASARA NO 597 JAKHOO MOHAL PHAIL SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 170009 | ₹7.3 Cr Quoted ₹8.0 Cr | ist lowest | Accepted-AOC lowest |
| 2 | 2nd lowest₹8.6 CrRejected-AOC | ₹8.6 Cr | 2nd lowest | Rejected-AOC not found lowest |
| 3 | 3rd lowest₹8.9 CrRejected-AOC SCO 36 SECTOR 7 C MADHYA MARG CHANDIGARH 160019 | CHANDIGARH | CHANDIGARH | CHANDIGARH | 160019 | ₹8.9 Cr | 3rd lowest | Rejected-AOC not found lowest |
Tender Value
₹6.4 Cr
EMD Value
₹6.7 L
Closing Date
2 Sept 2020, 11:00 amClosed
Executive Engineer
JS Division Reckong Peo
CO PCC Gravity Retaining wall and CC Block apron along Baspa river left bank to protect village Batseri RD 0 To 695 and Removal displacement of sediment from river towards bank
2020_HPIPH_39477_2
RKP-KNR00-7082
Open Tender
Civil Works
Item Rate
540 days
Reckong Peo
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,500
EE Reckong Peo
₹6.7 L
Yes
23 Dec 2020
17 Aug 2020
2 Sept 2020
18 Aug 2020
2 Sept 2020
18 Aug 2020
Amount
Excavation in soil with hudraulic excavator of 0.90 cum bucket capacity including cutting and loading and sides slopes, in accordance with requirement of lines, grades and cross-sections, and transporting to the embankment location with a lift up to 1.50 m and lead up to 1000 m.
Providing form work with steel plates 3.15mm thick welded with angle iron 30x30x5mm so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden batten and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete & plain conrete work in. foundation , footing , mass concrete within all lead and lift.
b).Vertical surfaces such as walls (any thickness) partition and the like including attached pillasters, buttresses, plinth and string courses and the like.
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 laying cement concrete 1:4:8 (1 cement:4 sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in: Foundation and plinth:
Wire crates of G.I. wire filled with boulders with square cut faces against the wire. (Wire crates to be measured and paid for separately) (1.25X1.25X1.25)
Wire crates made of G.I. wire filled with boulders with square cut faces against the wire. (Boulder filling to be measured and paid for separately)G.I. wire 5mm thick corresponding to SWG-6. 15cmx15cm mesh. (1.25X1.25m)
Suplying , cutting & Stretching and MS wire ropes ( 22mm dia cable round strands) ( For interlocking of CC Aprons)
Stone Filling Behind Retaining walls within all lead and lift.
gagan ohri
Unipro Techno Infrastructure Pvt Ltd
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tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
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