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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹7.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹8.0 L+₹32,447.71 (4.24%)Admitted-Fee/PreQual/Technical/Finance | ₹8.0 L+₹32,447.71 (4.24%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹8.3 L+₹64,721.50 (8.45%)Admitted-Fee/PreQual/Technical/Finance | ₹8.3 L+₹64,721.50 (8.45%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Abey Joseph L3 | POONJAR LABOUR CONTRACT CO OPERATIVE SOCIETY LTD L2 | BHARATH INFRASTRUCTURE DEVELOPERS L1 |
|---|---|---|---|---|---|---|
| 1.00Appendix 1.Extension of kitchen for store room construction | ||||||
| 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. | 2.38 | cum | 3,000 ₹7,143 | 1,550 ₹3,690.55 Lowest | 3,323.06 ₹7,912.21 |
| 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 | 6.13 | cum | 1,800 ₹11,032.2 | 850 ₹5,209.65 Lowest | 1,927.51 ₹11,813.71 |
| 1.00 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 6.37 | cum | 1,500 ₹9,559.5 | 750 ₹4,779.75 Lowest | 1,083.58 ₹6,905.66 |
| 1.00 | 15.13.1:Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area 3 sq. metres and below | 2 | each | 500 ₹1,000 | 280 ₹560 | 134.22 ₹268.44 Lowest |
| 1.00 | 51.2.3:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 6.25 | cum | 2,250 ₹14,062.5 | 700 ₹4,375 Lowest | 823.16 ₹5,144.75 |
| 1.01 | 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) | 2.15 | cum | 8,200 ₹17,613.6 | 6,600 ₹14,176.8 Lowest | 7,179.27 ₹15,421.07 |
| 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) | 3.35 | cum | 10,500 ₹35,164.5 | 8,900 ₹29,806.1 Lowest | 9,492.34 ₹31,789.85 |
| 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 | 13.57 | sqm | 700 ₹9,502.5 | 480 ₹6,516 | 349.47 ₹4,744.06 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 | 8.39 | cum | 600 ₹5,033.4 | 480 ₹4,026.72 Lowest | 660.1 ₹5,537.58 |
Tender Value
₹8.5 L
EMD Value
₹21,153
Closing Date
13 Aug 2026, 2:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer LID and EW Division Kottayam
Annual Plan-DPK 1293/26- Athirampuzha Division- Infrastructure Development of Kudamaloor Govt HSS - General Civil Work
2026_LSGD_863774_32
2/2026-27/AEE/LID and EW
Open Tender
Civil Works - Buildings
Item Rate
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,153
Yes
16 Aug 2026
3 Aug 2026
14 Aug 2026
3 Aug 2026
13 Aug 2026
3 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix 1.Extension of kitchen for store room construction | |||||
| 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. | 1 | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | - | cum | - | - |
| 1.004 | 15.13.1:Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area 3 sq. metres and below | - | each | - | - |
| 1.005 | 51.2.3:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | - | cum | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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) | - | cum | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 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 | 1 | cum | - | - |
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