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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.3 LAccepted-AOC | L1 | Accepted-AOC Accept | |
| 2 | L2₹16.8 L+₹3.5 L (26.3%)Rejected-AOC R O VILLAGE SAGNAHER P O CHAUNTRA TEHSIL JOGINDER NAGAR DISTT MANDI H P | L2 | Rejected-AOC Reject | |
| 3 | L3₹18.6 L+₹5.4 L (40.3%)Rejected-AOC | L3 | Rejected-AOC Reject | |
| 4 | Rejected-Technical | - | Rejected-Technical Work Done Certificate not attached | |
| 5 | Rejected-Technical HPSEBL THALOUT | - | Rejected-Technical Work Done Certificate not attached |
Tender Value
₹14 L
EMD Value
₹28,000
Closing Date
24 Jun 2020, 5:00 pmClosed
EE BBNDA BADDI
BBNDA BADDI
C/o Retaining wall on road from Chakka to Malpur bye- pass (SH C/o Retaining wall, Road crust etc.)
2020_BBNDA_37929_1
BBNDA-06(PROJECT)NIT/3136-45 DATED 4.06.2020
Open Tender
Civil Works
Item Rate
60 days
BADDI
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EE BBNDA BADDI
₹28,000
29 Jul 2020
10 Jun 2020
25 Jun 2020
10 Jun 2020
24 Jun 2020
10 Jun 2020
10 Jun 2020 - 23 Jun 2020
Amount
Cutting in earth work and disposal of excavated earth upto all leads & lifts
Excavation in foundations,trenches etc.in all kinds of soil such as pick work,jumper work,blasting work,kankar moorum,singles including decomposed soft and hard rock,including chiselling wedging clearance of bushes etc including shoring,dewatering etc in all leads and lifts stacking the excavated soil not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15cm layers when required in to plinths, sides of foundations etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth including dewatering etc. up to all leads & lifts as directed by the Engineer-in-Charge complete in all respect.
Providing and laying Plain/reinforced cement concrete in open foundations complete as per drawings and technical specifications clauses 802,803,1202 &1203 P.C.C. 1:3:6 grade M -10. including form work, centering, shuttering etc.
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).
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 separetaly).G.I. Wire 4mm thick corresponding to SWG-8 15cm. x 15cm. mesh.
Providing weepholes in brick masonary/ stone masonery plain / reinforced concrete abutment wing wall return wall with 100m m dia P V C pipe extendimg through the full width of the structures with slop of 1(v) :20 (H ) towards drawing face complete as par drawing and technical specification clauses 614;709;1204 3.7
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade & camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading ii ( 63 mmto 40mm) (By mechanical means) as per Technical Specification Clause 404. including carriage of materials in all leads and lifts including mechanical means.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading iii ( 40mm to 25mm ) (By mechanical means) as per Technical Specification Clause 404. including carriage of materials in all leads and lifts including mechanical means.
Pardeep Kumar
SALOCHANA DEVI
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