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Tender Value
₹87.6 L
EMD Value
₹1.1 L
Closing Date
29 Jun 2026, 11:00 am
Similar tender results from the same govt authority in the past 3 years.
Staff Officer (Civil) KA
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Leveling Work along with construction of RRM cattle wall and Toe wall at Damua OC as per Approved Final MCP under Ghorawari-Tandsi Sub Area of Kanhan Area
2026_WCL_361035_1
ka3450-civ-s-e008 of 2026-27
Open Tender
Civil Works - Others
120 days
Damua OC as per Approved Final MCP
As per NIT
5 documents required · 5 mandatory
₹1.1 L
13 Jun 2026
13 Jun 2026
30 Jun 2026
13 Jun 2026
29 Jun 2026
13 Jun 2026
13 Jun 2026 - 19 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 |
|---|---|---|---|---|---|
| 1 | Excavation by mechanical meanse in all types of soil and rocky starta including dressing the chennels ,sides ,slopes and bed to the specified grade and line ,transporting the same excavated material for ulitilizing in hearting zone ,COT and OB dumps/ filling etc.neatly dressed by dozer with all leads and lift as per instruction of Engineer -in-Charge etc. complete .the contractor has to prepared and mantained the internal roads required for transportation .the item includes all hire charges, running cost all required machineries (up to 1.00km) | 27,000 | Cum | 90.88 | ₹24,53,760 |
| 2 | Providing and fixing precast informatory sefety /warning boards made by precast RCC pole of 150 x150mm above GL 1800mm fixed with 40mm thick precast slab in between the RCC poles ands should be grouted in the ground pit of size 450x450x600mm including writing work in both the side of RCC slab etc.complete as per instruction of Engineer-In-Charge (Measurment of board will be consider for the payment). | 44 | Sqm | 4,182.5 | ₹1,84,030 |
| 3 | 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), includingdressing of sides and ramming of bottoms, lift upto 1.5 m,including getting out the excavated soil and disposal ofsurplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 590 | Cum | 188.5 | ₹1,11,215 |
| 4 | Random rubble masonry with locally avallable stone in foundation and plinth including levelling up in cement concrete 1:6:12 in Mud Mortar etc.complete as per direction of Engg.-in-charge | 285 | Cum | 2,447.28 | ₹6,97,474.8 |
| 5 | Random rubble masonry with locally available hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | 435 | Cum | 3,947.56 | ₹17,17,188.6 |
| 6 | Filling available excavated earth (excluding rock ) in Trenches ,plinth ,sides of foundations etc. in layers not Exceeding 20cm in depth,condolidating each deposited layer by ramming and watering ,lead up to 50m and lift up to 1.5m | 45 | Cum | 110.55 | ₹4,974.75 |
| 7 | Supplying and stacking at site. Good earth | 3,630 | Cum | 473.8 | ₹17,19,894 |
| 8 | Spreading of good earth,moorum etc material including filling and ramming of material all complete as per direction of Engg-In-Charge etc. | 3,630 | Cum | 146.35 | ₹5,31,250.5 |
| 9 | Total impact of GST for the purpose of CTC | 1 | Nos | - | - |
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