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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.2 CrAccepted-AOC | ₹51.2 Cr | L1 | Accepted-AOC Bidder Lower Side AMOUNT |
| 2 | H1Rejected-Finance | - | H1 | Rejected-Finance Higher rate quoted |
| 3 | Rejected-Technical SIRSA | - | - | Rejected-Technical NOT QUALIFIED |
| 4 | Rejected-Technical H NO 66 SECTOR 27A CHANDIGARH 160019 | CHANDIGARH | CHANDIGARH | 160019 | - | - | Rejected-Technical NOT QUALIFIED |
Tender Value
₹39.2 Cr
EMD Value
₹39.2 L
Closing Date
21 Feb 2019, 11:00 amClosed
Executive Engineer
IPH Division Indora
Sub Head Construction of earthen embankment including crated apron, stone pitching etc. from RD 24000 to 30000 on both banks of Chhounchh Khad
2019_HPIPH_27007_1
EE/IPH/IND/EA-I/Tender/2018- 12043-62
Open Tender
Civil Works
120 days
Tehsil Indora
AS Per NIT
11 documents required · 11 mandatory
₹2,500
Executive Engineer, IPH Division Indora
₹39.2 L
Yes
12 Nov 2021
8 Feb 2019
22 Feb 2019
8 Feb 2019
21 Feb 2019
8 Feb 2019
Amount
Excavation in earth work upto all depths in all classifications of soil such as spade work, saturated soil including bailing of pumping out water, blasting soft/hard rocks or chiseling soft/hard rocks where blasting is prohibitted in all lifts i/c shoring, strutting, plankings timbering and dewatering whereas required, stacking the serviceable/unserviceable material/ soil separately and then disposing of all excavated earth upto all leads and lifts, disposed earth to be leveled and neatly dressed as per entire satisfaciton of the Engineer-in-charge.(Spade work)
Excavation in earth work in all kinds of soil & banking in 20 cm layers, i/c breaking clods, ramming and dressing ground for the purpose of making embankment or filling up ground depressions up to all leads lifts for imprevious core as per satisfaction of the Engineer-in-charge (Local earth) earth work should be of approved parameter from borrow area for filling in embankment and laid as per specifications
Providing and laying geotextile filter behind pitching and created apron having thickness of not less than 2.50mm (two and half) and minimum weight 275 grams./ square meters (two hundred seventy five) in suitable width including lap folding and jointing etc complete including carriage of material within all leads and lifts.
Providing and laying of wire crate made of GI wire filled with boulders with square cut faces against the wire (boulders filling to be measured and paid for separately) with GI wire 5.0mm thick corresponding to (SWG-6) of 15x15 cm mesh in sloping portion pitching, apron portion pitching including carriage of material within all leads and lifts.
Providing and laying 15 cm thick fine sand layer on the top of gefabric filter to protect it consolidating and dressing complete including carriage of material within all leads and lifts.
Providing and laying stone filling 0.50 mtr thick in two layers in apron of guide banks embankment and proteciton work in wire crates made of GI wire filled with boulders with square cut faces against the wire (wire crates to be measured and paid for separately) including carriage of materials within all leads and lifts) (In two layers Rows of stones in crates of size (1.25x1.25x0.50m)
Providing, laying stone pitching on side slopes of guide banks and protection work with boulders with square cut faces against the wire (wire crates to be measured and paid for separately) including carriage of material within all leads and lifts. (In one layer stone pitching of size (1.25mx1.25mx0.50m)
GSCO INFRASTRUCTURE PVT. LTD.
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