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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.2 L+₹1,032.33 (0.24%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | GOPALAKRISHNAN NAIR M L2 | ANEESH G L1 |
|---|---|---|---|---|---|
| 1.00Toilet | |||||
| 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. | 0.23 | cum | 3,753.49 ₹878.32 Lowest | 3,753.49 ₹878.32 Lowest |
| 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 | 1.32 | cum | 744.93 ₹981.07 Lowest | 744.93 ₹981.07 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 | 12.13 | cum | 370 ₹4,488.1 | 367.72 ₹4,460.44 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) | 2.3 | cum | 8,120 ₹18,676 | 8,109.18 ₹18,651.11 Lowest |
| 1.00 | OD291089/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of engineer in charge | 2.96 | cum | 4,085 ₹12,071.18 | 4,082.21 ₹12,062.93 Lowest |
| 1.01 | 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) | 0.19 | cum | 10,721.86 ₹2,058.6 Lowest | 10,721.86 ₹2,058.6 Lowest |
| 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 | 61.61 | kilogram | 114.92 ₹7,079.88 Lowest | 114.92 ₹7,079.88 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 | 12.8 | sqm | 779.84 ₹9,981.95 Lowest | 779.84 ₹9,981.95 Lowest |
| 1.01 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 2.26 | cum | 7,400 ₹16,694.4 | 7,368.25 ₹16,622.77 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,591
Closing Date
17 Sept 2026, 6:00 pmClosed
Assistant Engineer
Assistant Engineer Vellanad Grama Panchayath
Annual Plan-Vellanad GP-Pr 5- Construction of compound wall toilet in Vellanad town anganwadi
2026_LSGD_868096_3
05/2026/AE/LIDANDEW/VLND
Open Tender
Civil Works - Buildings
Item Rate
180 days
Vellanad GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹935
Yes
₹10,591
Yes
24 Sept 2026
8 Sept 2026
19 Sept 2026
8 Sept 2026
17 Sept 2026
8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Toilet | |||||
| 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. | 0.23 | 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 | 1.32 | cum | - | - |
| 1.003 | 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 | 12.13 | cum | - | - |
| 1.004 | 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) | 2.3 | cum | - | - |
| 1.005 | OD291089/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of engineer in charge | 2.96 | cum | - | - |
| 1.006 | 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) | 0.19 | cum | - | - |
| 1.007 | 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 | 61.61 | kilogram | - | - |
| 1.008 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 12.8 | sqm | - | - |
| 1.009 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 2.26 | cum | - | - |
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