Public Health Engineering Department-PHED has published Reconstruction Of Fully Damaged Sewer M H Chamber With Repairing Work Of Partial Damaged Sewer M H Chamber I / C Cleaning And De Silting Of Sewer Lines And Sewer Manhole Chambers At Shivaji Nagar Sewage Network Area Bhopal. Submission Date for this Tender is 09-12-2022. Sewerage Construction Tenders in bhopal Madhya Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Reconstruction of fully damaged sewer M.H. chamber with repairing work of Partial damaged sewer M.H. chamber i/c cleaning & de silting of sewer lines & sewer manhole chambers at Shivaji Nagar sewage network area, Bhopal |
| 2 | (PHE USOR wef. 03.07.2018Page. No. 194 It No. 15.12.7 Dismantling of manhole including R.C.C./C.C. top slab, CI / pre cast RCC cover with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead Manhole1.50 m dia circular and 2.65 m deep |
| 3 | (PHE USOR wef. 03.07.2018 Page. No. 207 It No. 16.4 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 5X[(0.785X2.1X2.1X3.0)-(0.785X1.2X1.2X3.0)]=34.97 23X[(1.6X1.6X0.60)-(0.785X0.85X0.85X0.60)] =27.508 Total= 62.478 |
| 4 | (PHE USOR wef.03.07.2018Page. No. 194 It No. 15.14 Pumpingout to removed the sewers blockage by using suitable pump sets operated by generators , whole assembly mounted on two/four wheels trailer / pickup van. Including diesel & labour charges etc 5X8 Hrs. Each= 40 |
| 5 | (PHE USOR wef. 03.07.2018 Page. No. 191 It No. 15.4.1 ConstructingBrick Masonry CircularManhole 1500 mm internal dia at bottom & 560 mm dia at top incement Mortar 1:4 (1 cement: 4 fine sand), inside Cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 finesand) finished with a floating coat of neat cement,foundation concrete 20 cm thick in 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mmnominal size ) and making channels in cement concrete 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)finished with a floating coat of neat cement etc. all complete. For one manhole 2650 mm deep with fixingof560 mm dia ISI marked reinforcement cement concretecover & frame heavy duty including transportation etc.in cement concrete 1:2:4 all complete.( Excavation, foot rests & cement plaster at the external surface shall be paid for separately ) |
| 6 | (PHE USOR wef.03.07.2018Page. No. 192 It No. 15.8.1 Providing MS foot rests i/c fixing in manhole with20x20x10cm CC blocks of 1:3:6 (1 cement:3 coarse sand : 6 graded stone aggregate 20mm nominal size ) 20mm square barfoot rest |
| 7 | (PHE USOR wef. 03.07.2018 Page. No. 192 It No. 15.9.1 Making connection of drain or sewer line with existing service lines Manhole including breaking into and making good the walls, floors etc. with cement concrete 1 :2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), cement plastered with CM 1:3(1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels etc. complete. 5X3 Each = 15 For 100 to 200 mm dia pipes |
| 8 | (PHE USOR wef. 03.07.2018 Page. No. 208 It No. 16.10.(b) Filling available excavated earth in trenches, plinth sides of foundation in layers not exceeding 20cm. in depth including consolidation of each layer by ramming watering, lead up to 50m and lift up to 1.5m in all kinds of soils Filling available excavated earth in trenches, lead up to 50m and lift up to 1.5m in all kind of soil excluding watering and ramming. 62.478+14.72=77.198 |
| 9 | (PHE USOR wef. 03.07.2018Page. No. 208 It No. 16.6 (a) 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. 23 no.X1.6X1.6X0.25= 14.72 |
| 10 | (PHE USOR wef. 03.07.2018Page. No. 208 It No. 16.12 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 ) 23X0.785[(1.96+1.02)²- (1.50+0.56)² ]X0.60 = 12.565 2 2 |
| 11 | (PHE USOR wef. 03.07.2018 Page. No. 212 It No. 16.28 (a) Brick work with well burnt chimney bricks having crushing strength not less than 25 kg/cm² and water absorption not more than 20 % in foundation & plinth i/c curing etc. complete ii. In Cement Mortar 1:4 23X0.785X(2.22-1.06)X1.00=20.943 |
| 12 | (PHE USOR wef. 03.07.2018P.No. 213 It No 16.29 (a) (i) 12mm thick cement plaster in single coat including finishing even, smooth and curing complete. i.1:3(Cement1:Sand3) 23X3.14X(1.96+1.02)x1.00= 107.607 2 23X3.14X(1.50+0.56)X1.00= 74.386Total = 181.993 2 |
| 13 | (PHE USOR wef. 01.06.2016P.No. 210 It No.16.23 (a) (ii) Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. (a) In Plinth & foundationii 1:2:4 (M-15) For Road Portion 23X[(1.60X1.60X0.25)-0.785X0.85X0.85X0.25)]= 11.872 For Cuping 23X0.785X(0.96² - 0.56² )X0.10= 1.097 Total = 12.969 |
| 14 | (PHE USOR wef. 03.07.2018Page. No. 195 It No. 15.17.5 Providing & fixing of ISI marked pre cast reinforced cement concrete manhole cover including frame and transporting at site, cost of all material etc 560 mm dia heavy duty. |
| 15 | (PHE USOR wef. 03.07.2018Page. No. 194 It No. 15.13.1 Replacement ofM.S. Foot rests in manhole including dismantling concrete block and fixing with 20x20x10 cmC.C. blocks of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) With 20mm square bar foot rest. |
| 16 | (PHE USOR wef. 03.07.2018Page. No. 195 It No. 15.18.5 Providing & fixing of ISI marked pre cast reinforced cement concrete manhole cover without frame and transporting at site, cost of all material etc.560 mm dia heavy duty. |
| 17 | (PHE USOR wef. 03.07.2018Page. No. 278 It No. 25.1 (ii) Lifting & Placing of manhole cover during cleaning of chocked sewer line & manhole. SFRC 560 mm dia size. |
| 18 | (PHE USOR wef.03.07.2018Page. No. 279 It No. 25.5.1 Making arrangement for dat (plugging of sewer) including all required material such as steel plate, manila rope, gunny bags, earth etc. or by any other plugging device with all required T & P and safety equipment including dewatering 25.5.1 depth upto 1.5 mtr. (i) 100 mm dia |
| 19 | (ii) 150 mm dia |
| 20 | (iii) 200 mm dia |
| 21 | (PHE USOR wef. 03.07.2018Page. No. 280 It No.25.6 Cleaning of Silt, sludge brick bats, polythene bags, garbage etc. from chocked sewer manholes / sewer drains & Nallahs/ wet well of SPH/ Anaerobic & Facultative Pond of STP with all required T&P such as bucket, manila rope, and all required safety equipment such as safety belt, gas mask, oxygen cylinder etc. including disposal of silt/ sludge upto 50 mtr lead & 1.5 mtr. lift as directed by Engineer-in-Charge including dewatering but excluding dat (plugging of sewer pipe line)Depth up to 1.5mtr. 65X0.785X1.5X1.5X0.80= 91.845 |
| 22 | (PHE USOR wef. 03.07.2018Page. No. 281 It No. 25.7.1 Cleaning of Silt, sludge brick bats, polythene bags, garbage etc. from chocked sewer line with all required T&P and Safety equipment such as bucket, manila rope, safety belt, gas mask, oxygen cylinder etc. including disposal of silt, sludge upto 50m lead & lift up to 1.5mtr. as directed by Engineer-in- Charge including dewatering but excluding dat (plugging of sewer pipe line)150 mm dia |
| 23 | 200 mm dia |
| 24 | (PHE USOR wef. 03.07.2018Page. No. 284 It No. 25.9.2 Carriage of desilted sludge & other material from sewage components by mechanical transport including loading unloading & stacking etc. Distance 2 km Deduct 20%air voids from 91.403 91.845-18.370 = 73.484 |
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