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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹2.5 L
EMD Value
₹6,353
Closing Date
12 Oct 2026, 6:00 pmDue today
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
ASSISTANT ENGINEER FEROKE MUNICIPALITY
AE LID EW FEROKE MUNICIPALITY
OPEN STAGE FOR G G V H S SCHOOL
2026_LSGD_872898_2
AE/LID EW/FRK/2026-27/08
Open Tender
Civil Works - Buildings
Item Rate
FEROKE MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,353
Yes
5 Oct 2026
5 Oct 2026
13 Oct 2026
5 Oct 2026
12 Oct 2026
5 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Building Maintenance | |||||
| 1.001 | OD525566/2025-2026: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 saperately and stacking of serviceable material within 50m lead as per direction of Engineer-in-Charge od based on 16.83 | 7.8 | 1 sqm | - | - |
| 1.002 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 2.17 | cum | - | - |
| 1.003 | 50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 9.13 | cum | - | - |
| 1.004 | 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 | 17.55 | cum | - | - |
| 1.005 | 51.2.3:Filling with Quarry Muck 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 | 2.93 | 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 | 2.85 | sqm | - | - |
| 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) | 2.93 | cum | - | - |
| 1.008 | 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) | 0.29 | cum | - | - |
| 1.009 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 55.02 | sqm | - | - |
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BOQ_1480716.xls
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NIT.pdf
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AFF.pdf
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EPAY.pdf
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IP.pdf
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SBD.pdf
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FEE.pdf
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