Public Health Engineering Department-PHED has published Repairing Of Damaged Manhole Chamber I/C Desilting And Cleaning Of Manholes And Sewer Line Constructed Under Bwl Project At Section No . 7 A , Of Sub Division 5 , Bhopal. Submission Date for this Tender is 17-03-2021. Sewerage Construction Tenders in Bhopal Madhya Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: Repairing of damaged manhole chamber i/c Desilting and Cleaning of manholes and sewer line constructed under BWL project at section No. 7 A, of Sub Division 5, Bhopal | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Repairing of damaged manhole chamber i/c Desilting and Cleaning of manholes and sewer line constructed under BWL project at section No. 7 A, of Sub Division 5, Bhopal | |||
| 2 | 1.01 | 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. 03.07.2018 It. No. 16.6 (a) P.No. 208 ) 10x1.60x1.60x0.25 = 6.40 | 6.4 | cum | |
| 3 | 1.02 | 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. 03.07.2018 It. No. 16.4 P.No. 207 ) 10x{(1.60x1.60x0.60)-(0.785x0.85²x0.60)}= 11.96 | 11.96 | cum | |
| 4 | 1.03 | 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. 03.07.2018 It. No. 16.12 P.No. 208) 10x0.785[(1.60+1.20²/2)-(1.20+0.80²/2)]x0.60= 4.52 | 4.52 | cum | |
| 5 | 1.04 | 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( PHE USOR wef. 03.07.2018 It. No. 16.28 a (ii) P.No. 212 ) 10x0.785x0.96x1.00= 7.536 | 7.536 | cum | |
| 6 | 1.05 | 12 mm thick cement plaster in single coat finished smooth and curing including cost of form work complete.(i) in cement mortar 1:3( PHE USOR wef. 03.07.2018 It. No. 16.29 a(i) P.No. 213 ) 10x3.14x(1.60+1.20/2)x1.00= 43.9610x3.14x(1.20+0.80/2)x1.00= 31.40 Total 75.36 | 75.36 | Sqm | |
| 7 | 1.06 | Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 20mm nominal size graded stone aggregate)(a) In plinth and foundation (ii) 1:2:4 (M-15)( PHE USOR wef. 03.07.2018 It. No. 16.23 a (ii) P.No. 210 ) For c:c road10x{(1.60x1.60x0.25)-(0.785x0.85²x0.25)}= 4.99 +for coping 10x0.785x(0.96²-0.56²)x0.10=0.477 Total 5.377 | 5.377 | cum | |
| 8 | 1.07 | 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.( PHE USOR wef. 03.07.2018 It. No. 15.17.5 P.No. 195 ) | 10 | No. | |
| 9 | 1.08 | Replacement of M.S. Foot rests in manhole including dismantling concrete block and fixing with 20x20x10 cm C.C. blocks of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)With 20mm square bar foot rest( PHE USOR wef. 03.07.2018 It. No. 15.13.1 P.No. 194 ) | 30 | No. | |
| 10 | 1.09 | 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.( PHE USOR wef. 03.07.2018 It. No. 16.10(b) P.No. 208 ) | 11.96 | cum | |
| 11 | 1.1 | Lifting & Placing of manhole cover during cleaning of chocked sewer line & manhole.(i) SFRC 500 mm dia size( PHE USOR wef. 03.07.2018 It. No. 25.1(i) P.No. 278 ) | 20 | No. | |
| 12 | 1.11 | (Item No. 25.1(ii)) SFRC 560 mm dia size | 35 | No. | |
| 13 | 1.12 | (Item No. 25.1(ix)) CI 560 mm dia size | 25 | No. | |
| 14 | 1.13 | Making arrangement for dat (plugging of sewer) including all required material such as steel plate, manila rope, gunny bags, earth etc. or by and other plugging device with all required T & P and safety equipment including dewatering.Depth up to 1.5 m( PHE USOR wef. 03.07.2018 It. No. 25.5.1 P.No. 279 )(ii) 150 mm dia | 10 | No. | |
| 15 | 1.14 | (iii) 200 mm dia | 10 | No. | |
| 16 | 1.15 | (iv) 250 mm dia | 10 | No. | |
| 17 | 1.16 | (v) 300 mm dia | 5 | No. | |
| 18 | 1.17 | Item No. 25.5.2(ii) 400 mm dia | 10 | No. | |
| 19 | 1.18 | Item No. 25.5.2(iv) 500 mm dia | 10 | No. | |
| 20 | 1.19 | Item 25.5.3(i) 600 mm dia | 10 | No. | |
| 21 | 1.2 | 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 1.50 m( PHE USOR wef. 03.07.2018 It. No. 25.6 P.No. 280 )65x0.785x1.20x1.20x0.70=51.43 | 51.43 | Cum | |
| 22 | 1.21 | 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)( PHE USOR wef. 03.07.2018 It. No. 25.7.1 P.No. 281 )For (i) 150 mm dia | 300 | Mtr. | |
| 23 | 1.22 | (25.7.2) 200 mm dia | 350 | Mtr. | |
| 24 | 1.23 | (25.7.3) 250 mm dia | 300 | Mtr. | |
| 25 | 1.24 | (25.7.4) 300 mm dia | 200 | Mtr. | |
| 26 | 1.25 | (25.7.6) 400 mm dia | 300 | Mtr. | |
| 27 | 1.26 | (25.7.9) 600 mm dia | 350 | Mtr. | |
| 28 | 1.27 | Carriage of desilted sludge & other material from sewage components by mechanical transport including loading unloading & stacking etc.Distance 2 Km.( PHE USOR wef. 03.07.2018 It. No. 25.9.2 P.No. 284 )Deduct 20 % air voides of 51.43 | 41.14 | Cum |
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