Public Health Engineering Department-PHED has published Repairing, Reconstruction Of Damaged Manhole Chambers And Cleaning Chocked Manholes And Sewer Line At Kotra Sultanabad Aradhana Nagar Area, Bhopal. Submission Date for this Tender is 01-10-2021. Sewerage Construction Tenders in Bhopal Madhya Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Repairing, Reconstruction of damaged manhole chambers and cleaning chocked manholes and sewer line at Kotra Sultanabad Aradhana nagar area, Bhopal |
| 2 | (PHE USOR we 03.07.2018 it No. 25.1(ii) Page No. 273) Lifting & Placing of manhole cover during cleaning of chocked sewer line & manhole. SFRC 560 mm dia size |
| 3 | (PHE USORwe03.07.2018 it No.25.5.2 Page No.278,279) 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 upto 1.5 m for RCC Sewer.450 mm dia |
| 4 | (PHE USOR we 03.07.2018 it No. 15.14 Page No. 194) Pumping out to remove the sewers blockages by using suitable pump sets operated by generators, whole assembly mounted on two/four wheels trailer /pickup van. Including diesel & labour charges etc. |
| 5 | (PHE USOR we 03.07.2018 it No. 15.12.3 Page No. 193) 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 Manhole size 120x90 and 90 cm deep |
| 6 | (PHE USOR we 03.07.2018 it No. 16.12 Page No. 208) 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 leadas per direction of engineer-in-charge. ( In cement mortar) 20X0.785X{(1.60+1.20²)-(1.20+0.80²)/2}0.60= 19.97 |
| 7 | (PHE USOR we 03.07.2018 it No. 16.15.1 Page No.209) Demolishing cement concrete manually / by mechanical means including disposal of material within 50 m lead as per direction of engineer-in- charge. Nominal concrete 1:3:6 or richer mix ( i/c equivalent design mix ) 25X1X1.5=37.5 |
| 8 | (PHE USOR we 03.07.2018 it No.16.6 Page No.207, 208) 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. 20X{(1.60X1.60X0.70)-(0.785X0.85²X0.72)}= 27.90 25X1.5X1=37.50 Total = 27.90+37.50= 65.40 |
| 9 | (PHE USORwe 03.07.2018 itNo.15.4.1 Page No.191,192) Constructing Brick Masonry Circular Man Hole 1500 mm internal dia at bottom & 560 mm dia at top in cement Mortar 1:4 (1 cement: 4 fine sand), inside Cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 fine sand) 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 mm nominal 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 upto 2650 mm deep with fixing of 560 mm dia ISI marked reinforcement cement concrete cover & 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) |
| 10 | (PHE USOR we 03.07.2018 it No. 16.28(b) Page No.212) Brick work with well burnt chimney bricks having crushing strength not less than 25 kg/cm² and water absorption not more than 20% in super structure above plinth level and up to floor two level i/c form work & curing etc. complete In Cement Mortar 1:3 20X0.785X0.60X2.00=18.84 |
| 11 | (PHE USOR we 03.07.2018 it No. 16.29(a) Page No.212) 12mm thick cement plaster in single coat including finishing even, smooth and curing complete. 1:3(Cement 1: Sand 3) 20X3.14X{(1.60+1.20)/2}X1.25=109.90 20X3.14{(1.20+0.50)/2}X1.25=78.50 Total = 109.90+78.50= 188.40 |
| 12 | (PHE USOR we 03.07.2018 it No. 15.13.1 Page No.194) 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. |
| 13 | (PHE USOR we 03.07.2018 it No. 15.17.2 Page No.194) 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 extra heavy duty. |
| 14 | (PHE USOR we 03.07.2018 it No. 15.18.2 Page No.195) 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 extra heavy duty |
| 15 | (PHE USOR we 03.07.2018 it No. 13.1 Page No.170) Providing and Laying non-pressure (NP2) RCC socket & spigot pipes with rubber gasket joint including testing of joints. For 150 mm Dia. |
| 16 | (PHE USOR we 03.07.2018 it No. 15.9.1 Page No.192) 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 For 100 to 200 mm dia pipes. |
| 17 | (PHE USOR we 03.07.2018 it No. 16.10 Page No.208) 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. 38X1.5X1=57 |
| 18 | (PHE USOR we 03.07.2018 it No. 25.6 Page No.280) 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 1.5 mtr 25X0.785X1.50X1.50X0.80=35.32 |
| 19 | (PHE USOR we 03.07.2018 it No. 25.7.7 Page No.282) 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) 450 mm dia RCC |
| 20 | (PHE USOR we 03.07.2018 it No. 25.9 Page No.284) Carriage of desilted sludge & other material from sewage components by mechanical transport including loading unloading & stacking etc. Distance 2 km Deduct 20% air voides of Qty=7.06 Total= 35.32-7.06=28.26 |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
