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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.4 L+₹35,738.53 (11.8%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | R PADMAKUMAR L2 | MANJU L S L1 |
|---|---|---|---|---|---|
| 1.00Appendix A | |||||
| 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 | 3.17 | cum | 2,481 ₹7,874.69 | 2,220.71 ₹7,048.53 Lowest |
| 1.00 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 1.88 | cum | 1,811 ₹3,404.68 | 1,620.75 ₹3,047.01 Lowest |
| 1.00 | 15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm | 34.59 | sqm | 90 ₹3,112.74 | 79.1 ₹2,735.75 Lowest |
| 1.00 | 15.27:Demolishing mud phaska in terracing and disposal of material within 50 metres lead. | 6.27 | cum | 1,101 ₹6,898.87 | 985.5 ₹6,175.14 Lowest |
| 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. | 0.11 | cum | 4,278 ₹470.58 | 3,828.56 ₹421.14 Lowest |
| 1.01 | 6.3.1:Brick work with common burnt clay machine moulded perforated bricks of classdesignation 12.5 conforming to IS: 2222 in superstructure above plinth level up tofloor five level in cement mortar 1:6 (1 cement : 6 coarse sand):With F.P.S. ( non modular ) bricks | 2.48 | cum | 11,735 ₹29,149.74 | 10,500.12 ₹26,082.3 Lowest |
| 1.01 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | 62.96 | sqm | 415 ₹26,129.23 | 368.7 ₹23,214.09 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) | 1.31 | cum | 10,762 ₹14,130.51 | 9,630.04 ₹12,644.24 Lowest |
| 1.01 | OD58529/2026-2027:Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. (Ref Mor Road 13.10) | 1.25 | cum | 4,195 ₹5,256.34 | 3,751.88 ₹4,701.11 Lowest |
Tender Value
₹3.0 L
EMD Value
₹7,399
Closing Date
20 Aug 2026, 11:00 amClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer Buildings Sub Division Maintenance
Maintenance Work
2026_PWD_865659_1
E27/PWD/BLDG/TR/9445/2026 5 1 1/1
Open Tender
Civil Works - Buildings
Item Rate
90 days
PMG
Please refer Tender documents.
7 documents required · 7 mandatory
₹655
Yes
₹7,399
Yes
29 Aug 2026
17 Aug 2026
22 Aug 2026
17 Aug 2026
20 Aug 2026
17 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A | |||||
| 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 | 1 | cum | - | - |
| 1.002 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 1 | cum | - | - |
| 1.003 | 15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm | 1 | sqm | - | - |
| 1.004 | 15.27:Demolishing mud phaska in terracing and disposal of material within 50 metres lead. | - | cum | - | - |
| 1.005 | 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. | 1 | cum | - | - |
| 1.006 | 6.3.1:Brick work with common burnt clay machine moulded perforated bricks of classdesignation 12.5 conforming to IS: 2222 in superstructure above plinth level up tofloor five level in cement mortar 1:6 (1 cement : 6 coarse sand):With F.P.S. ( non modular ) bricks | - | cum | - | - |
| 1.007 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | 0.8 | sqm | - | - |
| 1.008 | 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) | 1 | cum | - | - |
| 1.009 | OD58529/2026-2027:Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. (Ref Mor Road 13.10) | 1 | cum | - | - |
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