Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.8 LAccepted-AOC NOT FOUND | ₹21.8 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹22.3 LRejected-Finance FLAT NO 10 S NO 98 PLAT NO 78 SAI SAYAJI PARK A RIGHT BHUSARI COLONY KOTHRUD PUNE 411 038 | PUNE | MAHARASHTRA | 411038 | ₹22.3 L | L2 | Rejected-Finance Other than L1 |
| 3 | L3₹22.4 LRejected-Finance | ₹22.4 L | L3 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | shiv shanker enterprises L1 | Ajay Enterprises L2 | M/s Har Nandi Construction Company L3 |
|---|---|---|---|---|---|---|
| 1.00SCHEDULE 'A' PART-I (B&R WORKS) | ||||||
| 1.01 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and directed. | 226.34 | SQM | 25 ₹5,658.50 | 20 ₹4,526.80 | 15 ₹3,395.10 |
| 1.02 | Excavation over areas, not exc 1.5m deep and getting out in soft/loose soil complete all as specified and directed. | 52.08 | SQM | 110 ₹5,728.80 | 160 ₹8,332.80 | 150 ₹7,812 |
| 1.03 | Excavating in trenches, in soft/loose soil, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified and as directed. | 22.82 | CUM | 110 ₹2,510.20 | 170 ₹3,879.40 | 150 ₹3,423 |
| 1.04 | Returning filling including spreading, levelling, watering and well ramming in layers n exc. 25cm complete all as specified and as directed. | 52.44 | CUM | 37 ₹1,940.28 | 55 ₹2,884.20 | 10 ₹524.40 |
| 1.05 | Earth filling under floor including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick, complete all as specified and as directed.
NOTES:-
(1) Earth obtained from excavation shall be used.
(2) The excavated earth shall be free from rubbish, organic matter, and large clods; all lumps shall be properly broken down to small sizes before placing and compaction to ensure uniform density. | 11 | CUM | 150 ₹1,650 | 200 ₹2,200 | 50 ₹550 |
| 1.06 | Removing excavated material n exc 50m and depositing where directed at a level n exc 1.5m above the starting point. complete all as specified and directed. | 62.46 | CUM | 40 ₹2,498.40 | 55 ₹3,435.30 | 20 ₹1,249.20 |
| 1.07 | M&L for treating the backfill in contact with foundation @ 7.5 litres of emulsion per square metre of vertical surface (area of substructure in contact with the backfill to be measured) complete all as specified and directed. | 75 | SQM | 105 ₹7,875 | 70 ₹5,250 | 45 ₹3,375 |
| 1.08 | M&L for treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all as specified and directed. | 61 | SQM | 170 ₹10,370 | 60 ₹3,660 | 45 ₹2,745 |
| 1.09 | M&L for treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface complete all as specified and directed. | 17 | SQM | 170 ₹2,890 | 50 ₹850 | 45 ₹765 |
Tender Value
₹21.9 L
EMD Value
₹43,820
Closing Date
13 Apr 2026, 6:00 pmClosed
GE (AF) SIRSA
AIR FORCE STATION SIRSA HRYANA-125055
PROVN OF HYDROGEN SHED ALONGWITH ASSOCIATED WORKS AT MET SECTION AT AF STN SIRSA
2026_MES_758200_1
GE/SRA/T-75/2025-26
Open Tender
Miscellaneous Works
210 days
GE (AF) SIRSA
PLEASE REFER TENDER DOCUMENTS
9 documents required · 9 mandatory
₹500
GE (AF) SIRSA
₹43,820
Yes
26 May 2026
27 Mar 2026
14 Apr 2026
28 Mar 2026
13 Apr 2026
8 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
SCHEDULE 'A' PART-I (B&R WORKS) | - | - | - | - | BI01010001010000000000000515BI0100001113 | |
Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and directed. | - | SQM | - | - | BI01010001010000000000000515BI0100001114 | |
Excavation over areas, not exc 1.5m deep and getting out in soft/loose soil complete all as specified and directed. | - | SQM | - | - | BI01010001010000000000000515BI0100001115 | |
Excavating in trenches, in soft/loose soil, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified and as directed. | - | CUM | - | - | BI01010001010000000000000515BI0100001116 | |
Returning filling including spreading, levelling, watering and well ramming in layers n exc. 25cm complete all as specified and as directed. | - | CUM | - | - | BI01010001010000000000000515BI0100001117 | |
Earth filling under floor including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick, complete all as specified and as directed.
NOTES:-
(1) Earth obtained from excavation shall be used.
(2) The excavated earth shall be free from rubbish, organic matter, and large clods; all lumps shall be properly broken down to small sizes before placing and compaction to ensure uniform density. | - | CUM | - | - | BI01010001010000000000000515BI0100001118 | |
Removing excavated material n exc 50m and depositing where directed at a level n exc 1.5m above the starting point. complete all as specified and directed. | - | CUM | - | - | BI01010001010000000000000515BI0100001119 | |
M&L for treating the backfill in contact with foundation @ 7.5 litres of emulsion per square metre of vertical surface (area of substructure in contact with the backfill to be measured) complete all as specified and directed. | - | SQM | - | - | BI01010001010000000000000515BI0100001120 | |
M&L for treating the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface complete all as specified and directed. | - | SQM | - | - | BI01010001010000000000000515BI0100001121 | |
M&L for treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface complete all as specified and directed. | - | SQM | - | - | BI01010001010000000000000515BI0100001122 |
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.67 MB
TenderT-75.pdf
Additional Documents • 5.57 MB
BOQ_849258.xls
BOQ • 0.78 MB
GENINSTRUCTION-75.pdf
Tender Documents • 2.42 MB
DRAWING2.pdf
Additional Documents • 0.62 MB
BEAMCROSSSECTIONSD1.pdf
Additional Documents • 0.33 MB
DRAWING3.pdf
Additional Documents • 1.01 MB
Download all tender documents and submit your bid