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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹4.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.8 L+₹15,234.13 (3.27%)Admitted-Fee/PreQual/Technical/Finance | ₹4.8 L+₹15,234.13 (3.27%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | NAJEEM ARSHAD K Z L2 | HARIS P K L1 |
|---|---|---|---|---|---|
| 1.00Aganavadi Building Maintenance in ward 11 | |||||
| 1.00 | 15.7.3: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 lime mortar | 3.26 | cum | 909 ₹2,963.34 | 880.26 ₹2,869.65 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 | 15.59 | cum | 372 ₹5,798.74 | 359.72 ₹5,607.32 Lowest |
| 1.00 | OD104647/2026-2027:Filling Contractor's own earth (excluding rock) in trenches, plinth, sides of foundation 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. (Item adopted from Mord spec. 3.14) | 3 | cum | 533 ₹1,599 | 515.59 ₹1,546.77 Lowest |
| 1.00 | OD104653/2026-2027:Taking out existing CC interlocking paver blocks foot path/ central verge, including
removal of rubbish etc. disposal of unserviceable material to the dumping ground , for which
payment shall be made separately and stacking of serviceable material within 50.00m lead as
per direction of Engineer- in charge | 30 | sqm | 141 ₹4,230 | 136.23 ₹4,086.9 Lowest |
| 1.00 | OD104652/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements using 60/80 mm
DEPARTMENT PAVERBLOCKS, laid in required pattern over and including a compacted bed
of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer-incharge. | 30 | sqm | 530 ₹15,900 | 513.09 ₹15,392.7 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) | 0.3 | cum | 9,541 ₹2,862.3 | 9,235.97 ₹2,770.79 Lowest |
| 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) | 2.6 | cum | 8,195 ₹21,290.61 | 7,932.89 ₹20,609.65 Lowest |
| 1.01 | OD103255/2026-2027:Dry rubble masonry with hard stone in the foundation and plinth | 13.93 | cum | 4,125 ₹57,469.5 | 3,993.46 ₹55,636.88 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 | 15.3 | sqm | 399 ₹6,104.7 | 386.16 ₹5,908.25 Lowest |
Tender Value
₹4.7 L
EMD Value
₹11,649
Closing Date
12 Aug 2026, 6:00 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer, LIDEW Section, Kalamassery Municipality
K Smart File No 4916047-2026-Compound wall construction in anganwadis(Ward 8,11)
2026_LSGD_863788_39
LIDEW/AEE/ET/04/2027
Open Tender
Civil Works - Others
Item Rate
180 days
Kalamassery
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,030
Yes
₹11,649
Yes
21 Sept 2026
5 Aug 2026
14 Aug 2026
5 Aug 2026
12 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Aganavadi Building Maintenance in ward 11 | |||||
| 1.001 | 15.7.3: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 lime mortar | 1 | cum | - | - |
| 1.002 | 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 | 1 | cum | - | - |
| 1.003 | OD104647/2026-2027:Filling Contractor's own earth (excluding rock) in trenches, plinth, sides of foundation 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. (Item adopted from Mord spec. 3.14) | - | cum | - | - |
| 1.004 | OD104653/2026-2027:Taking out existing CC interlocking paver blocks foot path/ central verge, including
removal of rubbish etc. disposal of unserviceable material to the dumping ground , for which
payment shall be made separately and stacking of serviceable material within 50.00m lead as
per direction of Engineer- in charge | - | sqm | - | - |
| 1.005 | OD104652/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements using 60/80 mm
DEPARTMENT PAVERBLOCKS, laid in required pattern over and including a compacted bed
of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer-incharge. | - | sqm | - | - |
| 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 | 4.1.8: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 | - | - |
| 1.008 | OD103255/2026-2027:Dry rubble masonry with hard stone in the foundation and plinth | - | cum | - | - |
| 1.009 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
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