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Tender Value
₹60 L
EMD Value
₹60,000
Closing Date
1 Sept 2026, 3:00 pm4d left
Executive Officer
Genguvarpatti Town Panchayat
CONSTRUCTION OF NEW INFILTRATION WELL AT GENGUVARPATTI TOWN PANCHAYAT
2026_DTP_696997_1
85/2026
Open Tender
Civil Works
Works
180 days
Genguvarpatti Town Panchayat
As per document
3 documents required · 3 mandatory
₹0
₹60,000
22 Aug 2026
22 Aug 2026
1 Sept 2026
22 Aug 2026
1 Sept 2026
22 Aug 2026
22 Aug 2026 - 1 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Sinking well below water level including all incidental charges using special tools and plants such as air compressor, helmet etc., complete and including baling out water. | |||||
| 1.1 | First depth of 2m | 4 | m | - | - |
| 1.2 | 2 to 4m | 4 | m | - | - |
| 1.3 | 4 to 6m | 4 | m | - | - |
| 1.4 | 6 to 8m | 2 | m | - | - |
| 1.5 | 8 to 9m | 1 | m | - | - |
| 2 | Porous Concrete 1:2 mix using 20mm ISS HBG Metal | 41.62 | Cum | - | - |
| 3Providing and laying in position Standardised concrete Mix M-30 Grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 400 kg/m3 and maximum water cement ration of 0.45, including admixture (plasticiser/ super plasticiser) in recommended proportins as per IS:9103 to acceierate, retard setting of concrete, improve workanility without impairing strength and durability with about (5.0cu.m) 7730kg of 20mm machine crushed stone jelly and with about (3.3 cum ) 5156kg of 10-12 mm machine crushed stone jelly and with about (4.79 cu.m) 7670kg of sent, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering fixtures lide fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate Payment will be made by the Department for the excess usage of materials) | |||||
| 3.1 | 1.50m to 4.50m Below G.L | 63.51 | Cum | - | - |
| 3.2 | Upto 1.5m Below GL | 19.58 | Cum | - | - |
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