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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.0 LAccepted-AOC | ₹12.0 L | 1 | Accepted-AOC l1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | INZAR S L1 | R P UDAYAKUMAR L2 |
|---|---|---|---|---|---|
| 1.00Building | |||||
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 0.36 | cum | 3,753.49 ₹1,366.27 Lowest | 3,853.49 ₹1,402.67 |
| 1.00 | 15.7.1:Demolishing brick work 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 mud mortar | 2.26 | cum | 744.93 ₹1,685.03 Lowest | 764.93 ₹1,730.27 |
| 1.00 | 15.12.1:Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below | 2 | each | 387.99 ₹775.98 Lowest | 487.99 ₹975.98 |
| 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 | 27.34 | cum | 367.72 ₹10,055.3 Lowest | 367.72 ₹10,055.3 Lowest |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 7.35 | cum | 8,109.18 ₹59,626.8 Lowest | 8,109.18 ₹59,626.8 Lowest |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 9.92 | cum | 325.55 ₹3,229.46 Lowest | 325.55 ₹3,229.46 Lowest |
| 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 | 24.1 | sqm | 394.74 ₹9,513.23 Lowest | 394.74 ₹9,513.23 Lowest |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 62.23 | sqm | 1,030.96 ₹64,156.64 Lowest | 1,030.96 ₹64,156.64 Lowest |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 77.17 | sqm | 779.84 ₹60,180.25 Lowest | 779.84 ₹60,180.25 Lowest |
Tender Value
₹12.0 L
EMD Value
₹30,119
Closing Date
23 Mar 2026, 6:00 pmClosed
Assistant Executive Engineer Kilimanoor block
Office of the Assisitant Executive Engineer Kilimanoor block
Annual Plan-Kilimanoor BP 2025-26-78/26 -Pallickal CHC Maintenance-General Civil Work
2026_LSGD_847369_9
11/AEE/LIDEW/KMR/2025-26
Open Tender
Civil Works - Roads
Percentage
180 days
Kilimanoor
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹30,119
Yes
19 Aug 2026
16 Mar 2026
25 Mar 2026
16 Mar 2026
23 Mar 2026
16 Mar 2026
16 Mar 2026 - 23 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Building | |||||
| 1.001 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | - | cum | - | - |
| 1.002 | 15.7.1:Demolishing brick work 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 mud mortar | - | cum | - | - |
| 1.003 | 15.12.1:Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below | - | each | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 1.006 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | - | cum | - | - |
| 1.007 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.008 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 1 | sqm | - | - |
| 1.009 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
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