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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.8 LAccepted-AOC | ₹25.8 L | L1 | Accepted-AOC L1 bidder and bid found in order |
| 2 | L2₹26.5 L+₹70,869 (2.74%)Rejected-Finance | ₹26.5 L+₹70,869 (2.74%) | L2 | Rejected-Finance L2 bidder |
| Sl No | Description | Qty | Unit | M/S. CONCO CONSTRUCTION L1 | Kalpana Traders L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in charge in all types of soils | 280.8 | Cum | 200 ₹56,160 Lowest | 250 ₹70,200 |
| 2.00 | all as Item No. 1 above but exc 1.5m and nexc 3.0m depth | 280.8 | Cum | 210 ₹58,968 Lowest | 260 ₹73,008 |
| 3.00 | all as Item No. 1 above but exc 3.0 m and nexc 3.50 m depth | 80.12 | Cum | 220 ₹17,626.4 Lowest | 310 ₹24,837.2 |
| 4.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or
drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in all types of soils | 14.14 | Cum | 220 ₹3,110.8 Lowest | 550 ₹7,777 |
| 5.00 | Removing excavated material 500m and upto a total distance of 1.5 Km and depositing where directed at level n exc. 1.5mtr above the starting point soil complete all as specified and directed. | 655.86 | Cum | 100 ₹65,586 Lowest | 195 ₹1,27,892.7 |
| 6.00 | M&L for Loose filling with aggregates of gauge 80 to 150 mm filling in craters etc with broken stone/boulders | 235 | Cum | 50 ₹11,750 Lowest | 2,600 ₹6,11,000 |
| 7.00 | M&L for Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15
cm thick, watered and rammed to a true surface filling in craters etc with broken stone/boulders | 480.18 | Cum | 3,500 ₹16,80,630 | 2,850 ₹13,68,513 Lowest |
| 8.00 | Sand filling under floors or in foundation, in craters etc including watering & consolidation | 7.35 | Cum | 3,000 ₹22,050 | 2,850 ₹20,947.5 Lowest |
| 9.00 | Supply and laying in position polythene sheet of minimum 400 micron thickness of any colour as directed by the Engineer-in-Charge | 240.44 | Sqm | 20 ₹4,808.8 Lowest | 140 ₹33,661.6 |
| 10.00 | Material and Labour for filling in craters graded stone aggregates of nominal size 63mm complete as directed by Engineer-in-Charge | 67.32 | Cum | 4,500 ₹3,02,940 | 2,850 ₹1,91,862 Lowest |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
24 Jun 2026, 6:00 pmClosed
Shri. Shirish Sharma IDSE SE SAG
CWE AF KALAIKUNDA
RUNWAY REHABITATION SCHEME AT AF STN KALAIKUNDA UNDER GE (P) (AF) KALAIKUNDA
2026_MES_769578_1
8778/KKD/E8
Open Tender
Civil Works
Item Rate
150 days
CWE AF KALAIKUNDA
Please refer Tender documents.
8 documents required · 8 mandatory
₹5,000
GE (P) AF KALAIKUNDA
₹60,000
Yes
8 Sept 2026
3 Jun 2026
25 Jun 2026
3 Jun 2026
24 Jun 2026
17 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in charge in all types of soils | 280.8 | Cum | - | - |
| 2 | all as Item No. 1 above but exc 1.5m and nexc 3.0m depth | 280.8 | Cum | - | - |
| 3 | all as Item No. 1 above but exc 3.0 m and nexc 3.50 m depth | 80.12 | Cum | - | - |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or
drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in all types of soils | - | Cum | - | - |
| 5 | Removing excavated material 500m and upto a total distance of 1.5 Km and depositing where directed at level n exc. 1.5mtr above the starting point soil complete all as specified and directed. | - | Cum | - | - |
| 6 | M&L for Loose filling with aggregates of gauge 80 to 150 mm filling in craters etc with broken stone/boulders | - | Cum | - | - |
| 7 | M&L for Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15
cm thick, watered and rammed to a true surface filling in craters etc with broken stone/boulders | - | Cum | - | - |
| 8 | Sand filling under floors or in foundation, in craters etc including watering & consolidation | - | Cum | - | - |
| 9 | Supply and laying in position polythene sheet of minimum 400 micron thickness of any colour as directed by the Engineer-in-Charge | - | Sqm | - | - |
| 10 | Material and Labour for filling in craters graded stone aggregates of nominal size 63mm complete as directed by Engineer-in-Charge | - | Cum | - | - |
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