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Tender Value
₹17.3 L
EMD Value
₹34,700
Closing Date
11 Jun 2026, 5:00 pm4d left
Executive Engineer
Executive Engineer, R.D.Spl.Div., Gumla.
Construction of Anganwadi Centre, Kota, Panchayat Helta, Bishunpur block, district Gumla.
2026_RDSPL_114828_3
RDD/SD/GUMLA/09/2026-27
Open Tender
Civil Works
183 days
Bishunpur block, district Gumla.
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹34,700
6 Jun 2026
6 Jun 2026
13 Jun 2026
6 Jun 2026
11 Jun 2026
6 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth work in excavation in foundation trenches in foundation in ordinary soil (vide classification of soil -A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts levelling ramming the foundation trenches, removing, roots of trees shurbs all complete as per approved design building specification and direction of E/l. | - | M3 | 1 | - | BI01010001010000000000000515BI0100001112 |
| 2 | Earth work in excavation in foundation trenches in foundation in ordinary soil (vide classification of soil -A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts levelling ramming the foundation trenches, removing, roots of trees shurbs all complete as per approved design building specification and direction of E/l. + Extra for earth work in hard soil as per approved design building specification and direction of E/l.(Vide classification of soil item -B) | 1 | M3 | - | - | BI01010001010000000000000515BI0100001113 |
| 3 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume) | 1 | M3 | - | - | BI01010001010000000000000515BI0100001114 |
| 4 | Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). | - | M3 | 1 | - | BI01010001010000000000000515BI0100001115 |
| 5 | Providing coarse clean sand in filling in foundation trenches or plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts includng cost of all materials, Labour, rotalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume). | 1 | M3 | 1 | ₹1 | BI01010001010000000000000515BI0100001116 |
| 6 | Providing designation 75B one brick flat soling joints filled with local sand including cost of watering texes royalty all complete as per building specification and direction of E/I. | 1 | M2 | 1 | ₹1 | BI01010001010000000000000515BI0100001117 |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 20 mm nominal size) | - | M3 | 1 | - | BI01010001010000000000000515BI0100001118 |
| 8Providing 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 (1 Cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size) | ||||||
| 9 | 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 (1 Cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size) | - | M3 | 1 | - | BI01010001010000000000000515BI0100001120 |
| 10Providing precast R.C.C M-150 with nominal mix of (1:2:4) of roof slab of desired size with approved quality of stone chips and clean course sand of F.M. 2.5 to 3 including curing shuttering carrying the slab manually to the site and laying in position all complete (but excluding the cost of reinforcement) taxes and royallty, all complete as per building specification and direction of E/I. | ||||||
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