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| Tender ID | 4610051 |
|---|---|
| Organisation Name | Public Health Engineering Department |
| Tender Brief | Corrigendum : Rising And Repairing Of Damaged Manhole Chamber I/c De Silting And Cleaning Of Manholes And Sewer Line At Section-d, Banganga Area, Bhopal |
| Last Date For Submission | 6th Jul, 2026 |
| Opening Date | 08 Jul, 2026 |
| Document Cost | 2000.00 |
|---|---|
| EMD | 16780.00 |
| Estimated Cost | 0.00 |
| City | Bhopal |
|---|---|
| State | Madhya Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Rising and Repairing of damaged manhole chamber i/c de silting and cleaning of manholes and sewer line at Section-D, Banganga area, Bhopal | ||
| 2 | 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be leveled and neatly dressed. Soft rock with or without blasting or bituminous pavement / cement concrete road. (a) In ordinary or Soft rock with or without blasting or bituminous pavement / cement concrete road. ( PHE USOR wef. 01.09.2023 It. No. 15.7.3 P.No. 258 ) 20x1.60x1.60x0.25 =12.80 3x0.785x2.10x2.10x0.25 = 2.59 Total 15.39 | 15.39 | cum |
| 3 | 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be leveled and neatly dressed. All kind of soil ( PHE USOR wef. 01.09.2023 It. No. 15.7.1 P.No. 258 ) 20x{(1.60x1.60x0.60)-(0.785x0.85 x0.60)}= 23.92 3x(0.785X2.10 X2.50)-(0.785X1.35 X2.50) = 15.23 Total=39.15 | 39.15 | cum |
| 4 | Demolishing Brick work in lime or cement mortar in any mix including stacking of serviceable material and disposal of unserviceable material with in 50 meter lead as per direction of engineer-in-charge. ( In cement mortar )( PHE USOR wef. 01.09.2023 It. No. 15.15 P.No. 258-259 ) 25x0.785{(1.60+1.20/2) -(1.20+0.80/2) } x0.60 = 11.31 | 11.31 | cum |
| 5 | Brick work with well burnt chimney bricks having crushing strength not less than 25 kg/cm and water absorption not more than 20 % in foundation & plinth i/c curing etc. complete. (ii) in cement mortar 1:4( PHE USOR wef. 01.09.2023 It. No. 15.41.1 P.No. 262 ) 20x0.785x 0.96x1.00 = 15.072 | 15.072 | cum |
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