Public Health Engineering Department-PHED has published Repairing , Reconstruction Of Damaged Manholes And Cleaning Of Chocked Manholes And De Silting Of 600 Mm Dia Nrcp Under Laying Gravitimen Sewer Line At Kolar Tiraha Near Bridge To Oxidation Pond In Ekant Park , Bhopal. Submission Date for this Tender is 30-01-2021. Bridge Work Tenders in Bhopal Madhya Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: Repairing, reconstruction of damaged manholes and cleaning of chocked manholes and de silting of 600 mm dia NRCP under laying Gravitimen sewer line at Kolar Tiraha near Bridge to Oxidation Pond in Ekant Park, Bhopal | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Repairing, reconstruction of damaged manholes and cleaning of chocked manholes and de silting of 600 mm dia NRCP under laying Gravitimen sewer line at Kolar Tiraha near Bridge to Oxidation Pond in Ekant Park, Bhopal | |||
| 2 | 1.01 | (It. No. 16.5 P.No. 207 PHE USOR wef. 03.07.2018 )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 for muddy area.Qty.=4x0.785x{(2.1x2.1x3.0)-( 1.2x1.2x3.0)} =27.97 | 27.97 | cum | |
| 3 | 1.02 | (It. No.15.12.7 P.No.194PHE USOR wef. 03.07.2018)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 1.50 m dia circular, and 2.65 m deep | 4 | No. | |
| 4 | 1.03 | (It. No.15.14 P.No.194PHE USOR wef. 03.07.2018)Pumping out 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. | 56 | Per hour | |
| 5 | 1.04 | (It. No.15.4.2 P.No.191PHE USOR wef. 03.07.2018)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 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 ) | 4 | No. | |
| 6 | 1.05 | (It. No. 16.14 P.No.209PHE USOR wef. 03.07.2018)Demolishing stone rubble masonary manually/ mechanical means 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 ) Qty.=12x0.785x{(1.5+1.20x1.20)- (1.20+0.80x0.80)/2}x0.70=13.31 | 13.31 | Cum | |
| 7 | 1.06 | (It. No. 16.28(a).No.212PHE USOR wef. 03.07.2018)Brick work with well burnt chimney bricks having crushing strength not less than 25 kg/cm²and water absorption not more than 20 % in foundation & plinth i/c curing etc. complete.i.In Cement Mortar 1:3 Qty.=12x0.785x1.5x0.70=9.89 | 9.89 | Cum | |
| 8 | 1.07 | (It. No. 16.29(a) P.No.213PHE USORwef.03.07.2018)12mm thick cement plaster in single coat including finishing even, smooth and curing complete.i.1:3(Cement 1: Sand 3) 156.00Qty.=12x3.14(1.60+1.20/2)x0.70=58.02&Qty.=12x3.14(1.20+0.80/2)x0.70=42.20 Total Qty.=100.22 | 100.22 | Sqm | |
| 9 | 1.08 | (It. No. 15.8.1 P.No.192PHE USOR wef. 03.07.2018)Providing MS foot rests i/c fixing in manhole with 20x20x10cm CC blocks of 1:3:6 (1 cement:3 coarse sand : 6 graded stone aggregate 20mm nominal size )With 20mm square bar foot rest | 32 | No. | |
| 10 | 1.09 | (It. No. 15.18.5 P.No.192PHE USOR wef. 03.07.2018)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 | 12 | No. | |
| 11 | 1.1 | (It. No. 25.1.ii P.No.278PHE USOR wef. 03.07.2018)Lifting & Placing of manhole cover during cleaning of chocked sewer line & manhole.(ii) SFRC 560 mm dia size | 62 | No. | |
| 12 | 1.11 | (It. No. 25.5.3. i. P.No.279PHE USOR wef.03.07.2018)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 for 600mm dia | 60 | No. | |
| 13 | 1.12 | (a) Extra rate of depth. 1.5m to 3m to or part 600 mm to 1000 mm dia | 60 | No. | |
| 14 | 1.13 | (It. No. 25.6 P.No.280PHE USOR wef. 03.07.2018)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 mQTY.=60x0.785x1.50x1.50x0.70= 74.18 | 74.18 | Cum | |
| 15 | 1.14 | (a)Extra rate for depth 1.5 m to 3m or part | 74.18 | Cum | |
| 16 | 1.15 | (It. No. 25.7.9 P.No.281PHE USOR wef. 03.07.2018)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) For 600 mm dia RCC | 590 | Per Mtr. | |
| 17 | 1.16 | (It. No. 25.9P.No.284PHE USOR wef. 03.07.2018)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 90.25= 70.20 | 72.2 | Cum |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
