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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹4.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.4 L+₹12,715.67 (3.00%)Admitted-Fee/PreQual/Technical/Finance KUDLU PO KASARAGOD | KASARAGOD | KASARAGOD | KERALA | 671124 | ₹4.4 L+₹12,715.67 (3.00%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MOHAMMED SHIHABUDDEEN L2 | AYISHATH SAFIYA M I L1 |
|---|---|---|---|---|---|
| 1.00Construction of VCB | |||||
| 1.00 | OD2305/2025-2026:RING BUND Type II Putting up ring bund with earth filled gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work. etc. complete. | 7 | metre | 1,392.98 ₹9,750.86 | 1,352.41 ₹9,466.87 Lowest |
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 8.35 | cum | 2,438.8 ₹20,368.86 | 2,367.77 ₹19,775.62 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 | 7.1 | cum | 348.56 ₹2,476.17 | 338.41 ₹2,404.06 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) | 0.89 | cum | 7,686.67 ₹6,825.76 | 7,462.79 ₹6,626.96 Lowest |
| 1.00 | 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) | 5.69 | cum | 8,104.96 ₹46,101.01 | 7,868.89 ₹44,758.25 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) | 10.98 | cum | 8,949.32 ₹98,263.53 | 8,688 ₹95,394.24 Lowest |
| 1.01 | 4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts | 43.56 | sqm | 977.24 ₹42,568.57 | 948.78 ₹41,328.86 Lowest |
| 1.01 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 48.9 | sqm | 307.47 ₹15,035.28 | 298.51 ₹14,597.14 Lowest |
| 1.01 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 7.2 | cum | 706.74 ₹5,088.53 | 686.16 ₹4,940.35 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,590
Closing Date
11 Aug 2026, 5:00 pmClosed
assistant engineer
manjeshwaram block
KATTUKUKKE TEMPLE VCB REPAIR ENMAKAJE GP
2026_LSGD_863283_1
AE/LIDEW/2627/1
Open Tender
Civil Works - Others
Item Rate
180 days
ENMAKAJE
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,590
Yes
17 Aug 2026
31 Jul 2026
13 Aug 2026
31 Jul 2026
11 Aug 2026
3 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of VCB | |||||
| 1.001 | OD2305/2025-2026:RING BUND Type II Putting up ring bund with earth filled gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work. etc. complete. | - | metre | - | - |
| 1.002 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | - | 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 | - | 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) | 1 | cum | - | - |
| 1.005 | 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) | 1 | 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) | - | cum | - | - |
| 1.007 | 4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts | - | sqm | - | - |
| 1.008 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 1 | sqm | - | - |
| 1.009 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | - | cum | - | - |
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