Public Health Engineering Department-PHED has published Design And Construction Of Head Works For Village Mangaliya Sadak Existing Water Supply Scheme Block Sanwer , Distt. Indore Based On Surface Source Kshipra River Near Village Peer Karadiya Including Intake Well Of Dia 6.0 Meter & Height 18.0 Meter Approa. Submission Date for this Tender is 27-09-2022. Water Pump Tenders in indore Madhya Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Desinging, Providing, constructing and commissing of RCC intake well 6.0 meter dia and 18 meter depth and 4.00 meter width foot bridge including internal electric fitting,electrically operated 3.00 tonne capacity gentry girder and fitting of Lightering arestore with fitting complete job |
| 2 | Desinging ( hydraulic, process, structural and aesthetic) Providing, constructing and commissing convential water Treatment Plant of 2.20 MLD capacity consisting of all civil works including cost of providing water retaining structures in contact with chlorine and providing anti termite treatment to entire structure below GL,The Design shall confirm to IS / CPHEEO ManualMechanical and Electrical components of various components such as areation fountain, ventury flume, flush mixture, flocculator, clarifier, rapid sand filter & filter house filter sand, clear water 100 KL sumpwell with pump house, wash water tank & pumps, air blowers, chemical house in two storeys, pure water pump & and pump house , vaccume feed type chlorinator by pass arrangements, electrical installation, laboratory equipment, adminstrative block and sanitary block , internal roads etc including necessary hydraulic testing, structural testing, equipment testing, trial run for 03 Months etc.complete as directed by Engineer-in-charge (Turn Key Job). Cost above 1 MLD and upto 2 MLD T. P. - 52.00 Lack/ MLD 52.0 X 2 =104.00 Lack Add per MLDabove 2 MLD and upto 5 MLD - 37.00 Lack/MLD 0.2X 37.00= 7.40 Lack For 2.2 MLD=11140000.00 |
| 3 | Provision for supply and installation of 10 H P vertical Turbine pump set for Intake well 1852 lpm discharge and 22 m head with oil merged control panel board,GI suction pipe , oil merged voltage stabilizer P.V.C. flat cable, i/c auto sensor etc. & connecting pumps with pumping main. (02 Nos Working and 01 Nos. (50%) standby ). |
| 4 | Provision for supply and installation of clear Water centrifugal motor pump set at WTP of 25 H.P. / 1852 lpm discharge and 60 m head with oil merged control panel board and GI pipe delivery, voltage stabilizer P.V.C. flat cable, etc. Complete for Sump well and providing sensor for automatic operatinq of pump (02 Nos Working and 01 Nos. (50%) standby ). |
| 5 | Providing and installation of automatic water level indicator for supervisory control cum auto on/off panel of motor pump assembly, using GSM module based water level controller and accessories for small water supply scheme, having source more than 500mtr but within 10 Kms as per approved specification and as directed by Engineer in charge |
| 6 | Demolishing cement concrete manually / by mechanical means includingdisposal ofmaterial within 50 m lead as per direction of engineer-in- charge. |
| 7 | Cutting of Bituminous road and making good the same including supply of extra quantities of materials i.e.aggregate, moorum screening and labour required including compaction inlayer by appropriate methods. |
| 8 | Cutting of Water bound macadam road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening and labour required. |
| 9 | Earth work in Excavation for pipe trench in all kinds of soil and WBM in areas including dressing, watering and ramming and disposal of Excavated earth lead upto 50 meters and lift upto 1.5m, disposal earth to be leveled, neatly dressed. |
| 10 | 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. 250 x 0.7 x 0.5= 87.5 cum |
| 11 | Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. In Plinth & foundation 1:3:6 (M-10) |
| 12 | Providing, laying and jointing following socket & spigot centrifugally cast (Spun) Ductile Iron pressure pipes with inside cement mortar lining (class K-9) conforming to IS 8329/2000 with suitable Rubber Gasket (Push on) joints as per IS:5382/85 including cost of rubber gasket. 300 mm dia |
| 13 | Providing and Laying Ductile Iron Double Socket 90° Bends conforming to IS-9523/2000 having dimension as per table 15 of IS- 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cementmortar lining. 300 mm dia DUCTILE IRON FITTING PN- 16 |
| 14 | Providing and Laying Ductile Iron Double Socket 45° Bends conforming to IS-9523/2000 having dimension as per table 16 of IS- 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining. 300 mm dia DUCTILE IRON FITTING PN- 16 |
| 15 | Providing & LayingDuctile Iron Double Socket22.5°BendsconformingtoIS-9523/2000 having dimension as per table 17 of IS-9523/2000inthefollowingnominal diameter/sizeswithexternalbitumencoating and internal cement mortar lining.(Laying conforming to IS 12288 : 1987). 300 mm dia DUCTILE IRON FITTING PN- 16 |
| 16 | Providing & LayingDuctileIronDouble socket branch flange TeesconformingtoIS-9523/2000 havingdimensionaspertable21ofIS-9523/2000inthefollowingnominal diameter/sizeswithexternalbitumen coating and internal cement mortar lining with finishing as per claus 13 of IS-9523/2000. (Laying conforming to IS 12288 : 1987) 300mm x 300mm DUCTILE IRON FITTING PN- 16 |
| 17 | Providing & fixing following cast iron double flanged single door reflux (non return) valves including jointing & testing with cost of jointing material such as bolts,nuts and rubber insertion all complete as per IS :5312 (Part I) 300 mm dia DUCTILE IRON FITTING PN- 16 |
| 18 | Providing & fixing following cast iron double acting air valves, flanged without inbuilt isolating valve as per IS : 14845-2000 including jointing & testing with cost of jointing material and rubber insertion all complete as per IS :13095-1991, 80 mm dia PN 1.6 |
| 19 | Providing & fixing of following Cast iron double flanged sluice valves as per I.S.:14846-2000 fitted with cast iron cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete 300 mm dia |
| 20 | Providing and laying in position following cast iron flanged spigot (tail piece) 300 mm dia DUCTILE IRON FITTING PN- 16 |
| 21 | Providing, laying and jointing following socket & spigot centrifugally cast (Spun) Ductile Iron pressure pipes with inside cement mortar lining (class K-9) conforming to IS 8329/2000 with suitable Rubber Gasket (Push on) joints as per IS:5382/85 including cost of rubber gasket. 250 mm dia |
| 22 | Manufacturing, Supplying at site & laying, jointing of following M.S. pipes as per IS specifications, duly testing for usage in Drinking water inclusive of all materials, inspection charges, transit insurance, loading/unloading, FOR site and stacking etc. complete as per direction of Engineer-in-Charge. (Excluding protective coating) Dia of pipe 250.00 mm (I.D) Thickness of pipe 8 mm |
| 23 | Providing and Laying Ductile Iron Double Socket 90° Bends conforming to IS-9523/2000 having dimension as per table 15 of IS- 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cementmortar lining. 250 mm dia |
| 24 | Providing and Laying Ductile Iron Double Socket 45° Bends conforming to IS-9523/2000 having dimension as per table 16 of IS- 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining. 250 mm dia |
| 25 | Providing & LayingDuctile Iron Double Socket22.5°BendsconformingtoIS-9523/2000 having dimension as per table 17 of IS-9523/2000inthefollowingnominal diameter/sizeswithexternalbitumencoating and internal cement mortar lining.(Laying conforming to IS 12288 : 1987). 250 mm dia |
| 26 | Providing & fixing following cast iron double acting air valves, flanged without inbuilt isolating valve as per IS : 14845-2000 including jointing & testing with cost of jointing material and rubber insertion all complete as per IS :13095-1991 80mm dia |
| 27 | Constructionof Brick masonary valve chamber with 20 cm thick wall in 1:6 C.M. with 12mmthick 1:4 Cement Plaster and base course 10 cm. thick in M-15. Inside Dimensions 110x80x100cm with - (2)Heavy DutySFRC chamber cover with frame size 150cmx120cmx10cm including cost of materials, labour etc. complete. 17.45.2 Second Ammendment |
| 28 | Supply of Woltman Turbine Bulk meter class b, multijet, magnetically coupled as per specifications conforming to IS 770/1994, ISO 4064/1 and EEC approved, including transportation to site, storage, safety, installation, testing , commisioning, making connectione with existing pipeline, having total measuring capacity of 10,000 Kilolitre with least count of one Kilolitreincluding excavation at site, dewatering and reinstating the same after completion and as per specifications including all taxes. with 100% Standby |
| 29 | Filling available excavated earth in trenches, lead up to 50m and lift upto 1.5 m in all kind of soil excluding watering and ramming. |
| 30 | Providing and Laying including testing Ductile Iron Double Socket 11.25° bends conforming to IS-9523/2000 having dimension as per table 18 of IS-9523/2000 in the following nominal diameter/ sizes with external bitumen coating and internal cement mortar lining. 250 mm dia |
| 31 | Providing and Laying including testing Ductile Iron Double Socket branch flange Tee conforming to IS-9523/2000 having dimension as per table 21 of IS-9523/2000 in the following nominal diameter/ sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS-9523/2000. 250 mm x 250 mm dia |
| 32 | Providing and Laying including testing Ductile Iron Double Socket branch flange Tee conforming to IS-9523/2000 having dimension as per table 21 of IS-9523/2000 in the following nominal diameter/ sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS-9523/2000. 250 mm x 100 mm dia |
| 33 | Providing , Laying including testing and Jointing of welded double flanged centrifugal cast (spun) ductile Iron pressure pipes conforming to IS:8329/2000 in the length of 1m. for class K-9 with inside cement mortar lining for the following sizes/dia pipes. 250 mm dia |
| 34 | Providing , Laying including testing and Jointing of welded double flanged centrifugal cast (spun) ductile Iron pressure pipes conforming to IS:8329/2000 in the length of 3m. for class K-9 with inside cement mortar lining for the following sizes/dia pipes. 250 mm dia |
| 35 | Providing & fixing of following Ductile iron double flanged sluice valves as per I.S.:14846-2000 fitted with cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete 250 mm class PN 16 |
| 36 | Providing & fixing following ductile iron double flanged check valvewithout damper (non-returnvalve) including jointing & testing with cost of jointing material such as bolts,nuts and rubber insertion all complete as per IS : 5312 (Part II) 250 mm class PN 16 |
| 37 | Providing & fixing of following Ductile iron double flanged sluice valves as per I.S.:14846-2000 fitted with cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete 100 mm Class PN 16 |
| 38 | Providing & fixing following ductile iron single chamber triple function temper proof air valves, small orifice with screwed end as per IS : 14845-2000 including jointing & testing with cost of jointing material and rubber insertion all complete as per IS :13095-1991. 100 mm Class PN 16 |
| 39 | Providing & fixing following cast iron double flanged single door reflux (non return) valves including jointing & testing with cost of jointing material such as bolts,nuts and rubber insertion all complete as per IS :5312 (Part I) 250 mm dia |
| 40 | Providing and Laying including testing Ductile iron Mechanical joint collar with follower glands conforming to IS-9523/2000 having dimension as per table 24 of IS-9523/2000 in the following nominal diameter/sizes with external bitumen and internal cement mortar lining. 250 mm |
| 41 | Providing, Laying including testing and Jointing of welded double flanged centrifugal cast (spun) ductile Iron pressure pipes conforming to IS:8329/2000 in the length of 5.2m. for class K-9 with inside cement mortar lining for the following sizes/dia pipes 250 mm Dia` |
| 42 | Providing and laying mechanical mix cement concrete 20 mm maxmum size grated crushed ston i/c cost of centring and shutring (a) in plinth & foundation 1:1.5:3 (M-20) |
| 43 | Constructionof Brick masonary valve chamber with 20 cm thick wall in 1:6 C.M. with 12mmthick 1:4 Cement Plaster and base course 10 cm. thick in M-15. Inside Dimensions 110x80x100cm with - (2)Heavy DutySFRC chamber cover with frame size 150cmx120cmx10cm including cost of materials, labour etc. complete. |
| 44 | Constructionof Brick masonary valve chamber with 20 cm thick wall in 1:6 C.M. with 12mmthick 1:4 Cement Plaster and base course 10 cm. thick in M-15. Inside Dimensions 90x60x100cm with - (2) Heavy DutySFRC chamber cover with frame size 130cmx100cmx10cm including cost of materials, labour etc. complete. 17.46.2 Second Ammendment |
| 45 | Fabrication of M.S. pipes & specials from steel plates as per relevant IS specifications inclusive of cost of all materials, for any thickness as per design, inspection charges, testing, transit insurance, loading/ unloading, FOR site and stacking etc. complete as per direction of the Engineer in charge. fabricating of pipes and specials from steel plates . |
| 46 | Steel Providing and placing in position cold twisted steel and hot rolled deformed steel reinforcement for R.C.C. work i/c cutting, bending, binding etc. complete i/c cost of binding wire and wastage. |
| 47 | Reinforce Cement Concrete Providing & laying mechanically mixed R.C.C. excluding centering & shuttering and reinforcement in foundation/plinth (20mm graded metal) (i) 1:1.5:3 (M 20) |
| 48 | Providing & fixing form work i/c centering and shuttering including strutting, propping etc. and removal of form work for Foundation , footing, bases of columns ,etc for mass concrete |
| 49 | Providing & fixing form work i/c centering and shuttering including strutting, propping etc. and removal of form work for Lintels, beams , plinth beams, girders, bressumers and cantilevers. |
| 50 | Providing & fixing form work i/c centering and shuttering including strutting, propping etc. and removal of form work for Columns, pillars, piers, Abutments, posts and Struts. |
| 51 | Cement Concrete Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. (a) In Plinth & foundation (i) 1:3:6 (M-10) |
| 52 | Reinforced Cement Concrete Providing & laying mechanically mixed R.C.C. excluding centering & shuttering and reinforcement in superstructure up to 4 mtr. Height above plinth level (20mm graded metal) (i) 1:1.5:3 (M 20) |
| 53 | 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. (iv) In Cement Mortar 1:6 |
| 54 | Plaster 12mm thick cement plaster in single coat including finishing even, smooth and curing complete. (iv) 1:6(Cement 1: Sand 6) |
| 55 | Finishing walls with Acrylic Smooth exterior paint of required shade : (i) New work ( two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10sqm) |
| 56 | 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 |
| 57 | Providing and Laying of Interlocking Concrete Block Pavements having thickness 60 mm overbedding sand conforming to table 1500.6 shall be uniformly laid to a compacted thickness of 25mm complete. |
| 58 | Supplying and filling in plinth under floors including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete. With hard muram having CBR >12 % at under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 20cm in thickness and dressing complete. (Note:- maximum thickness of this layer to be provided shall be 30cm) |
| 59 | Structural steel work riveted, bolted or welded in builtup section trusses and framed work i/c cutting /hoisting /fixing in position and applying a priming coat of approved steel rimer all complete. |
| 60 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : (i) ( two or more coats ) on New work. |
| 61 | MPVVCL SOR Provision for extension of electric power line up to tube well including installation of suitable transformer.11 KV line on 140 kg. 8.0 Mtrs. long PCC Poles with rabbit conductor average span of 70 mtr. in rural area.For TW and SW |
| 62 | 11 KV D.P. Structures on 140 kg. 8.0 mtr. Long 2 PCC poles for tapping DP. |
| 63 | 11 KV tapping D.P. Structure on PCC Poles |
| 64 | 11 KV D.P.STRUCTUREON H-Beam 13 mtr long FOR STRAIGHT LINE FOR SINGLE CIRCUIT (TO BE SUPPLEMENTED TO EVERY 1 KMS. OF 11 K.V. LINE) |
| 65 | 1 SPAN OF 70 MTR 11 KV LINE ON H-BEAM 15 Mtr FOR ROAD CROSSING (OVER HEAD) EXCLUDING NATIONAL HIGHWAY(NH) & STATE HIGHWAY (SH) |
| 66 | L.T Line03 Phase 05 wire on PCC support using 1100 volts grade-A.B cable XLPE with maximum span of 50 meter (SOR issued by Director (Technical) M.P.M.K.V.V. Co. Ltd Bhopal vide his Letter No.MD/MK/MW&P/815 Dated 06-10-2016 for year 2016-17 (Without amendments) Cost schedule No. D-2.1 Excluding centagesand Service Tax but including 5% supervision charges Payable.) 2x35+1x16 Sq. mm(Insulated nutral massenger) |
| 67 | TRANSFORMER Providing installationtesting commissining 11/0.4 KV,100KVA OUT DOOR SUB-STATION (ON RSJ ) ( as per MPEB COST SCHEDULE E-2.2) 1 nos at Intake well and 1 nos at WTP with 1 nos stand by at respectively |
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