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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC NORTH TRIKARIPUR | THRISSUR | KERALA | 679105 | ₹8.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹8.6 LRejected-AOC 2003 SUB TREASURY NILESWAR | ₹8.6 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | mvkunhikoran L1 | babu k L2 |
|---|---|---|---|---|---|
| 1.00POND CONSTRUCTION | |||||
| 1.00 | OD480329/2025-2026:Demolishing laterate stone 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 Cement Mortar (Data modified 15.9.1) | 23.82 | cum | 820.95 ₹19,558.31 | 829.16 ₹19,753.91 |
| 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 | 108 | hour | 325.06 ₹35,106.48 | 328.31 ₹35,457.48 |
| 1.00 | 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 | 28.08 | cum | 338.41 ₹9,502.55 | 341.79 ₹9,597.46 |
| 1.00 | OD480332/2025-2026:Laterate dry masonry with Deptl. laterate stone of size 35x20x20cm or nearest
size in cement mortar 1:6 for foundation and basement including labour charges etc. | 23.82 | cum | 2,948.36 ₹70,241.73 | 2,977.84 ₹70,944.06 |
| 1.00 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 17.29 | cum | 9,867.22 ₹1.7 L | 9,965.89 ₹1.7 L |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 30.69 | sqm | 363.27 ₹11,148.76 | 366.9 ₹11,260.16 |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 1,252.44 | kilogram | 105.76 ₹1.3 L | 106.82 ₹1.3 L |
| 1.01 | OD480078/2025-2026: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. | 56.67 | cum | 5,248.13 ₹3.0 L | 5,300.61 ₹3.0 L |
| 1.01 | OD480079/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest
size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 15.84 | cum | 5,756.65 ₹91,185.34 | 5,814.22 ₹92,097.24 |
Tender Value
₹8.5 L
EMD Value
₹21,177
Closing Date
6 Mar 2026, 4:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Executive Engineer LID EW Sub Division Nileswaram
Annual Plan-2025-26-NBP-Eyyakattu AmbalaKulam-Public Pond Renovation in Trikaripur G P.
2026_LSGD_841331_2
05/AE/NBP/25-26
Open Tender
Civil Works - Water Works
365 days
Nileswaram BP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,177
Yes
24 Mar 2026
27 Feb 2026
9 Mar 2026
27 Feb 2026
6 Mar 2026
27 Feb 2026
POND CONSTRUCTION
OD480329/2025-2026:Demolishing laterate stone 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 Cement Mortar (Data modified 15.9.1)
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
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
OD480332/2025-2026:Laterate dry masonry with Deptl. laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including labour charges etc.
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
OD480078/2025-2026: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.
OD480079/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
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
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