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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | ₹4.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.3 LRejected-Finance | ₹4.3 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | KUNHIKANNAN V L1 | MAVUNGAL MUHAMMED L2 |
|---|---|---|---|---|---|
| 1.00Maniyanodi Anganwadi . center no-47 | |||||
| 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 | 3.33 | cum | 338.41 ₹1,126.23 | 340 ₹1,131.52 |
| 1.00 | OD229297/2025-2026: Demolishing laterite manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.
In cement mortar | 3.12 | cum | 2,003.63 ₹6,259.34 | 2,010 ₹6,279.24 |
| 1.00 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 0.77 | sqm | 904.28 ₹694.49 | 910 ₹698.88 |
| 1.00 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 0.8 | sqm | 789.85 ₹631.88 | 795 ₹636 |
| 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) | 0.39 | cum | 9,867.22 ₹3,818.61 | 9,900 ₹3,831.30 |
| 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 | 35.76 | kilogram | 105.76 ₹3,781.98 | 110 ₹3,933.60 |
| 1.01 | OD229298/2025-2026: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 | 4.58 | cum | 5,756.65 ₹26,394.24 | 5,756.65 ₹26,394.24 |
| 1.01 | OD549210/2025-2026: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 | 1.72 | cum | 5,248.13 ₹9,005.79 | 5,248.13 ₹9,005.79 |
| 1.01 | 50.6.3.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete | 0.57 | cum | 8,340.91 ₹4,771 | 8,340.91 ₹4,771 |
Updated dates
Tender Value
₹4.2 L
EMD Value
₹10,590
Closing Date
25 May 2026, 6:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER, LID AND EW SECTION TRIKARIPUR GP
TGP 25-26 RENOVATION OF VARIOUS ANGANWADIES IN TRIKARIPUR GP(PRJ NO. 335/26
2026_LSGD_850773_4
06/2025-26/AE/LID and EW/TKR
Open Tender
Civil Works - Buildings
180 days
Trikaripur GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,590
Yes
17 Jun 2026
14 May 2026
26 May 2026
14 May 2026
25 May 2026
14 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Maniyanodi Anganwadi . center no-47 | ||||||
| 1.001 | 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 | 1 | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | OD229297/2025-2026: Demolishing laterite manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.
In cement mortar | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | sqm | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 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 | kilogram | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | OD229298/2025-2026: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 | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | OD549210/2025-2026: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 | 50.6.3.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete | - | cum | - | - | BI01010001010000000000000515BI0100001122 |
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