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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC | ₹1.6 Cr Quoted ₹2.0 Cr | L1 | Accepted-AOC Lowest quoted rates |
| 2 | L2₹2.1 Cr+₹8.2 L (4.17%)Rejected-Finance | ₹2.1 Cr+₹8.2 L (4.17%) | L2 | Rejected-Finance Higher quoted rates |
Tender Value
₹1.2 Cr
EMD Value
₹1.5 L
Closing Date
29 Sept 2018, 11:00 amClosed
Executive Engineer
Executive Engineer Flood Prot. Division Gagret
C/o earthen embankment including wire crated apron, stone pitching etc. from RD 34600/5000 to 5700 on Left side of Garni Khad on Left Bank of Swan River) (Part-B)
2018_HPIPH_23365_1
3855-3954 dt. 07.09.2018(Garni Khad)
Open Tender
Civil Works
Item Rate
730 days
Work
As per NIT
10 documents required · 10 mandatory
₹1,500
Executive Engineer Flood Prot. Division Gagret
₹1.5 L
Yes
13 Feb 2020
7 Sept 2018
29 Sept 2018
7 Sept 2018
29 Sept 2018
7 Sept 2018
7 Sept 2018 - 29 Sept 2018
Amount
Excavation in earth work upto all depths in all classifications of soil such as spade work, jumper work, i/c pick work saturated soil including bailing of pumping out water, blasting, soft/hard rock or chiselling soft/hard rocks where blasting is prohibitted in all lifts including triming and dressing of sides, levelling of beds to correct grade i/c shorting,strutting, plankings, timbering and dewatering wherever required, stacking the serviceable/ unserviceable material/soil separately and then disposing of all excavated earth upto all leads and lifts, disposed earth to be levelled and neatly dressed as per entire satisfactions 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/rolling and dressing ground for the purpose of making embankments or filling up ground depressions up to all leads lifts for pervious shells as per satisfactions of the Engineer-in-charge.(The earth work should be of approved parameter from borrow area for filling in embankment and laid as per specifications). (Local earth).
Providing and laying geotextile filter behind stone pitching and crated apron having thickness of not less than 2.50mm(two and half) and minimum weight 275 grams/ squaremeters(two hundred seventy five) in minimum width 4 mtr. i/c lap folding and jointing etc. not less than 4.00 mtr. in width complete i/c carriage of materials within all leads and lifts confirming to specifications as per terms and conditions No. 20,21 and 22.
Wire crates made of G.I wire filled with boulders with square cut faces against the wire(boulders filling to be measured and paid for separately) with G.I wire 5.00 mm thick corresponding to(SWG-6)of 15x15cm mesh in apron and sloping pitching including carriage of materials within all leads and lifts.
Providing and laying stone filling in apron of guide banks embankement and toe wall in wire crates made of G.I 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.
Providing and laying stone pitching on side slopes of guide bank and embankment 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 entire carriage of material within all leads and lifts and as per directions of the Engineer-in-charge.
Providing and Laying granul subgrade course including watering, ramming,consolidating and dressing complete in all respect including entire carriage of materials within all leads and lifts. as per as entire satisfaction of the Engineer-in-charge.
R R Constructions
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