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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.3 LAccepted-AOC EDATHARA | ₹10.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹12.6 L+₹2.3 L (22.0%)Rejected-AOC | ₹12.6 L+₹2.3 L (22.0%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | MANIKANDAN .P L2 | VISHNU M L1 |
|---|---|---|---|---|---|
| 1.00Drinking water project | |||||
| 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) | 15.56 | cum | 16,000 ₹2,48,976 | 1,554 ₹24,181.79 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 | 19 | cum | 800 ₹15,200 | 728 ₹13,832 Lowest |
| 1.00 | 15.13.2:Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area beyond 3 sq. metres | 3 | each | 195 ₹585 Lowest | 195.31 ₹585.93 |
| 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 | 20.25 | cum | 360 ₹7,290 | 359.72 ₹7,284.33 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 | 8,000 ₹10,800 | 7,932.89 ₹10,709.4 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 | 24.72 | sqm | 390 ₹9,640.8 | 386.16 ₹9,545.88 Lowest |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 40.2 | sqm | 1,009 ₹40,561.8 | 1,008.55 ₹40,543.71 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 | 88.38 | sqm | 763 ₹67,434.7 | 762.88 ₹67,424.1 Lowest |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 78.5 | sqm | 962 ₹75,517 | 961.24 ₹75,457.34 Lowest |
Tender Value
₹10.3 L
EMD Value
₹25,780
Closing Date
9 Jun 2026, 3:00 pmClosed
AELIDEWPIRAYIRI
LIDEWPIRAYIRI
PROJECT NO 341/26 PUDUR DRINKING WATER PROJECT - PIRAYIRI GP-General Civil Work
2026_LSGD_852735_2
05/2025-26/341/AE/LIDEW/PRY
Open Tender
Civil Works - Others
Item Wise
180 days
LIDEWPIRAYIRI
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹25,780
Yes
22 Aug 2026
1 Jun 2026
11 Jun 2026
1 Jun 2026
9 Jun 2026
1 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Drinking water project | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | 15.13.2:Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area beyond 3 sq. metres | - | 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 | - | 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) | - | cum | - | - |
| 1.006 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 1.007 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - |
| 1.008 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 0.4 | sqm | - | - |
| 1.009 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | - | sqm | - | - |
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