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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 LAccepted-AOC | ₹5.5 L | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | ABDUL KHADER FAIZAL A M L1 |
|---|---|---|---|---|
| 1.00AG kulam-Renovation | ||||
| 1.00 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 46.5 | hour | 321.98 ₹14,972.07 |
| 1.00 | 15.10.1:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In lime mortar | 3.08 | cum | 1,410.76 ₹4,342.32 |
| 1.00 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 9.4 | cum | 1,115.53 ₹10,485.98 |
| 1.00 | OD479114/2025-2026:Labour charges for Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.Using departmental material | 8.4 | sqm | 634.05 ₹5,326.02 |
| 1.00 | OD461993/2025-2026:Ring Bund type ll Putting up ring bund with earth filled gunny bagsof top width 1.0m bottom width 2.0 height 2.0 side and filling in between with earth toform ringbund and maintainin the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work etc complete | 15 | metre | 1,339.43 ₹20,091.45 |
| 1.01 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 30.94 | cum | 334.86 ₹10,361.24 |
| 1.01 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual 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 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 81 | cum | 239.75 ₹19,419.75 |
| 1.01 | OD475703/2025-2026:Laterate dry masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size for foundation and basement including all cost of materials, labour charges etc | 21.42 | cum | 5,199.19 ₹1.1 L |
| 1.01 | OD382284/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest size in CM 1:6 for foundation and basement including all cost of materials ,labour charges etc. | 19.82 | cum | 5,702.47 ₹1.1 L |
Tender Value
₹5.6 L
EMD Value
₹14,050
Closing Date
23 May 2026, 5:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER, LID AND EW SECTION TRIKARIPUR GP
TGP 25-26 AG POND RENOVATION IN TRIKARIPUR GP(PRJ NO. 347/26)
2026_LSGD_836764_10
04/2025-26/AE/LID and EW/TKR
Open Tender
Civil Works - Water Works
365 days
Trikaripur GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,240
Yes
₹14,050
Yes
17 Jun 2026
14 May 2026
26 May 2026
14 May 2026
23 May 2026
14 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1AG kulam-Renovation | ||||||
| 1.001 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | - | hour | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 15.10.1:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In lime mortar | 1 | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | OD479114/2025-2026:Labour charges for Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.Using departmental material | - | sqm | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | OD461993/2025-2026:Ring Bund type ll Putting up ring bund with earth filled gunny bagsof top width 1.0m bottom width 2.0 height 2.0 side and filling in between with earth toform ringbund and maintainin the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work etc complete | - | metre | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual 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 1.5 m, as directed by Engineer-in-charge.All kinds of soil | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | OD475703/2025-2026:Laterate dry masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size for foundation and basement including all cost of materials, labour charges etc | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | OD382284/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest size in CM 1:6 for foundation and basement including all cost of materials ,labour charges etc. | 1 | cum | - | - | BI01010001010000000000000515BI0100001122 |
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