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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.7 L+₹12,600 (1.91%)Rejected-Finance | L2 | Rejected-Finance Rejected being L2 | |
| 3 | L3₹7.0 L+₹41,620 (6.30%)Rejected-Finance K 453 SHASTRI NAGAR MEERUT UP 250004 | MEERUT | UTTAR PRADESH | 250004 | L3 | Rejected-Finance Rejected being L3 | |
| 4 | L4₹7.1 L+₹44,780 (6.78%)Rejected-Finance | L4 | Rejected-Finance Rejected being L4 |
Tender Value
₹7.1 L
EMD Value
₹14,160
Closing Date
21 Feb 2023, 6:00 pmClosed
GE (AF) Leh
GE (AF) Leh PIN-194101 C/O 56 APO
WIDENING OF ROAD IN FRONT OF REFUELLING SECTION AT AF STN LEH UNDER GE (AF) LEH
2023_MES_575783_1
GE (AF)/LEH/T-35/2022-23
Open Tender
Civil Works
Item Rate
180 days
GE (AF) Leh
As Per Tender documents
8 documents required · 8 mandatory
₹500
GE (AF) Leh
₹14,160
Yes
31 Mar 2023
19 Jan 2023
23 Feb 2023
19 Jan 2023
21 Feb 2023
2 Feb 2023
Amount
Excavating over areas n. exc 1.5m deep and getting out of Hard/ dense soil, complete all as specified and directed by Engineer-in-Charge.
Hard core (broken stone or boulders) of guage n exe.63mm deposited, spread and levelled in layers n exe. 15 cm thick watered and rammed to a true surface , complete all as specified and directed by Engineer-in-Charge.
Plain Cement concrete 100 mm thick type D-2, 1:4:8 by using 40 mm graded crushed stone aggregate, as in sub base to path, hardstanding etc and finishing the surfaces of concrete in sub base as even and rough to receive the topping layer, complete all as specified and directed by Engineer-in-Charge.
Plain Cement concrete type B-2, 1:2:4 by using 40mm graded crushed stone aggregate, 100 mm thick as in hardstanding/path and finishing the surfaces of concrete topping even and fair (without using extra cement) in and including spike rolling of surfaces or making impressions of expended metal, whilst the concrete is green, complete all as specified and directed by Engineer-in-Charge. Note :- Quoted rates are included the use and waste of formwork and to devide the area in panels.
Removing excavated spoil to a dispence n exc. 50m and depositing where directed at a level n exc. 1.5 m high above the starting point, complete all as specified and directed by Engineer-in-Charge.
Forming 12 mm thick & 100 mm deep expansion joints filled with pre-formed bituminous filler and top 30 mm primed and sealed with sealing compound Grade 'A' in concrete slab, complete all as specified and directed by Engineer-in-Charge.
Note : Schedule of credit to be deducted on acceptances of bid.Details of Schedule of credit is given in tender documents
NEHA BUILDERS
B.R ENGINEERING & CONSTRUCTION CO
M/S LIBE & CO
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
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