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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.1 L+₹358.24 (0.07%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | KHALID KURIKKAL L1 | IBRAHIM AP L2 |
|---|---|---|---|---|---|
| 1.00Side Protection Works | |||||
| 1.00 | 15.7.4: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 cement mortar | 3.4 | cum | 1,956.3 ₹6,651.42 Lowest | 2,000 ₹6,800 |
| 1.00 | OD187651/2026-2027:(OD FROM 60.7.3)DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 49.92 | cum | 695.8 ₹34,734.34 Lowest | 700 ₹34,944 |
| 1.00 | OD187652/2026-2027:(OD From DAR 60.7.8 ) DR with Departmental stone -DRY RUBBLE MASONRY -Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels , labour charges etc. complete as per direction of departmental officers at site | 36.55 | cum | 1,576.07 ₹57,605.36 Lowest | 1,576.07 ₹57,605.36 Lowest |
| 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 | 14.91 | cum | 330.41 ₹4,926.41 Lowest | 330.41 ₹4,926.41 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) | 1.35 | cum | 7,286.51 ₹9,836.79 Lowest | 7,286.51 ₹9,836.79 Lowest |
| 1.01 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 2 | cum | 8,483.41 ₹16,949.85 Lowest | 8,483.41 ₹16,949.85 Lowest |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 5.95 | sqm | 354.69 ₹2,110.41 Lowest | 354.69 ₹2,110.41 Lowest |
| 1.01 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 26.02 | cum | 7,683.01 ₹1,99,950.34 Lowest | 7,683.01 ₹1,99,950.34 Lowest |
| 1.01 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 37.5 | sqm | 771.19 ₹28,919.63 Lowest | 771.19 ₹28,919.63 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,702
Closing Date
26 Sept 2026, 6:00 pmClosed
AE LSGD
LID EW SECTION , MELATTUR GP
Building Maintenance
2026_LSGD_871091_1
02B/AE/LID EW/MLTR/2026 27
Open Tender
Civil Works - Buildings
Item Rate
AE LSGD SECTION MELATTUR GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,120
Yes
₹12,702
Yes
30 Sept 2026
19 Sept 2026
29 Sept 2026
19 Sept 2026
26 Sept 2026
19 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side Protection Works | |||||
| 1.001 | 15.7.4: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 cement mortar | 3.4 | cum | - | - |
| 1.002 | OD187651/2026-2027:(OD FROM 60.7.3)DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 49.92 | cum | - | - |
| 1.003 | OD187652/2026-2027:(OD From DAR 60.7.8 ) DR with Departmental stone -DRY RUBBLE MASONRY -Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels , labour charges etc. complete as per direction of departmental officers at site | 36.55 | cum | - | - |
| 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 | 14.91 | 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) | 1.35 | cum | - | - |
| 1.006 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 2 | cum | - | - |
| 1.007 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 5.95 | sqm | - | - |
| 1.008 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 26.03 | cum | - | - |
| 1.009 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 37.5 | sqm | - | - |
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