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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 LAccepted-AOC | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | Shahaz Yasar Jinose L1 |
|---|---|---|---|---|
| 1.00Onaparambu Lakshamveedu anganwadi, Malot north anganwadi, Narath anganwadi,Kottichal anganwadi,,Mathodom anganwadi,Kambiltheru Anganwadi,Kalloorikadavu anganwadi,Vayojanamandhiram | ||||
| 1.00 | OD432226/2025-2026:Demolishing stone 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 cement Mortar | 3.15 | cum | 600 ₹1,890 Lowest |
| 1.00 | 16.83:Taking out existing CC interlocking paver blocks from footpath/ 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 metre lead as per direction of Engineer-in-Charge. | 14.4 | sqm | 450 ₹6,480 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 | 6.17 | cum | 330 ₹2,036.1 Lowest |
| 1.00 | OD383582/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 12.38 | cum | 6,800 ₹84,177.2 Lowest |
| 1.00 | 2.25:Filling available excavated 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. | 19.2 | cum | 400 ₹7,680.8 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) | 10.76 | cum | 7,000 ₹75,285 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 27.91 | sqm | 350 ₹9,768.5 Lowest |
| 1.01 | 13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) | 19.95 | sqm | 400 ₹7,980 Lowest |
| 1.01 | 11.20.3:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Dark shade pigment using ordinary cement | 62.15 | sqm | 1,000 ₹62,145 Lowest |
Tender Value
₹5.5 L
EMD Value
₹13,763
Closing Date
28 Mar 2026, 6:00 pmClosed
AE NARATH GP
AE NARATH GP
RAMP
2026_LSGD_847857_4
AE/LID AND EW/NGP/04/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
NARATH GP
Please refer Tender Documents
9 documents required · 9 mandatory
₹1,215
Yes
₹13,763
Yes
15 Oct 2026
17 Mar 2026
30 Mar 2026
17 Mar 2026
28 Mar 2026
17 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Onaparambu Lakshamveedu anganwadi, Malot north anganwadi, Narath anganwadi,Kottichal anganwadi,,Mathodom anganwadi,Kambiltheru Anganwadi,Kalloorikadavu anganwadi,Vayojanamandhiram | |||||
| 1.001 | OD432226/2025-2026:Demolishing stone 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 cement Mortar | 3.15 | cum | - | - |
| 1.002 | 16.83:Taking out existing CC interlocking paver blocks from footpath/ 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 metre lead as per direction of Engineer-in-Charge. | 14.4 | sqm | - | - |
| 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 | 6.17 | cum | - | - |
| 1.004 | OD383582/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 12.38 | cum | - | - |
| 1.005 | 2.25:Filling available excavated 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. | 19.2 | 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) | 10.76 | cum | - | - |
| 1.007 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 27.91 | sqm | - | - |
| 1.008 | 13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) | 19.95 | sqm | - | - |
| 1.009 | 11.20.3:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Dark shade pigment using ordinary cement | 62.15 | sqm | - | - |
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