Public Health Engineering Department-PHED has published Jjm Work Pws Design, Construction And Retrofitting Of Piped Water Supply Schemes Under Jal Jeevan Mission At Villages - 1 Gunjeri 2 Baledi Block Jobat, Distt. Alirajpur Based On Tube Wells Including Providing And Installation Of Submersible Motor Pumps. Submission Date for this Tender is 22-09-2021. Water Pipe Line Tenders in alirajpur Madhya Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Item Description |
| 2 | 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.USOR. Item.no. 16.4 -P.no.207 (a) |
| 3 | 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 levelled and neatly dressed. Soft rock with or without blasting or bituminous pavement / cement concrete road In ordinary or Soft rock with or without blasting or bituminous pavement / cement concrete road. Hard rock (requiring blasting.) USOR.Item.no. 16.6-(b) P.no.208 |
| 4 | 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) USOR. Item.no.16.15.1-P.no.209 |
| 5 | Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. 1:2:4 (M-15) . USOR.Item.no. 16.23-P.no.210 |
| 6 | Providing, laying and jointing including testing following socket & spigot centrifugally cast (Spun) Ductile Iron pressure pipes with inside cement mortar lining (class K-7) conforming to IS 8329/2000 with suitable Rubber Gasket (Push on) joints as per IS:5382/85, 100 mm dia, USOR.Item.no. 4.1/51 |
| 7 | Providing, Laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector of jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jack/Hydraulic Jacks/ Butt fusion machine. (50 mm & above fusion jointed & below 50mm mechanical jointed) USOR.Item.no. 9.1 -P.no.122 ,90 mm dia HDPE 6 Kg/cm² |
| 8 | Providing, Laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector of jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jack/Hydraulic Jacks/ Butt fusion machine. (50 mm & above fusion jointed & below 50mm mechanical jointed) USOR.Item.no. 9.1 -P.no.122,110 mm dia HDPE 6 Kg/cm² |
| 9 | Providing, Laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector of jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jack/Hydraulic Jacks/ Butt fusion machine. (50 mm & above fusion jointed & below 50mm mechanical jointed) USOR.Item.no. 9.1 -P.no.122, 160 mm dia HDPE 6 Kg/cm² |
| 10 | Installation of HDPE pipe by Horizontal Direction Drilling Method including preparing and setting up the plant and equipment, making string of new pipe material, installing new pipe string and making the system ready for commissioning by HDD operation including drilling, stringing, reaming and pulling back the new pipe on the designed bore path alignment, proper disposal of drilling fluid, as per code of practice for horizontal direction drilling technique suiting indian conditions. Required pipes/ specials and other civil work shall be paid separately-in all types of soils. (This item shall be executed only after prior permission of Superintending Engineer) HDPE pipe of any class-90 mm outer dia, USOR 16.3 P-207 |
| 11 | Installation of HDPE pipe by Horizontal Direction Drilling Method including preparing and setting up the plant and equipment, making string of new pipe material, installing new pipe string and making the system ready for commissioning by HDD operation including drilling, stringing, reaming and pulling back the new pipe on the designed bore path alignment, proper disposal of drilling fluid, as per code of practice for horizontal direction drilling technique suiting indian conditions. Required pipes/ specials and other civil work shall be paid separately-in all types of soils. (This item shall be executed only after prior permission of Superintending Engineer), HDPE pipe of any class-110 mm outer dia, USOR 16.3 P-207 |
| 12 | 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, PN 10, 80mm dia, USOR 4.41 D- 71 |
| 13 | 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, PN 10,100 mm dia, USOR 4.41 D- 71 |
| 14 | 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, PN 10,150 mm dia, USOR 4.41 D- 71 |
| 15 | Providing and Laying including testing ductile iron PN 10 type flanged sockets conforming to IS- 9523/2000 having dimension as per table 23 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. 100 mm Dia, USOR 4.7 P-54 |
| 16 | Providing and Laying including testing ductile PN 10 type iron flanged spigot conforming to IS- 9523/2000 having dimension as per table 24 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. 100 mm Dia, USOR 4.9 P-54 |
| 17 | Providing and Laying including testing 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 cement mortar lining.100 mm Dia, USOR 4.13 P-57 |
| 18 | Providing and Laying including testing 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 100 mm Dia, USOR 4.15 P-58 |
| 19 | Providing and Laying including testing Ductile Iron Double Socket 22.5° Bends conforming to IS- 9523/2000 having dimension as per table 17 of IS- 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining.100 mm Dia, USOR 4.17 P-59 |
| 20 | Providing and Laying including testing Ductile Iron All socket Tees 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- 9523/2000100 mmx 100 mm Dia, USOR 4.21 P-61 |
| 21 | Providing and Laying Ductile Iron Double socket branch flanged 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- 9523/2000100 mmx 100 mm Dia, USOR 4.23 P-62 |
| 22 | 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) 100 MM Dia 8.4 a P-111 |
| 23 | 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)50 MM Dia 8.4 a P-113 |
| 24 | 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, PN 10, 50mm dia USOR 4.50, P-73 |
| 25 | Providing and laying including testing Bend 90° confirming to IS specifications.USOR.Item.no.9.2 -P.no.122. 90mm dia 6 kg/sq.cm |
| 26 | Providing and laying including testing Bend 90° confirming to IS specifications. USOR.Item.no.9.2 -P.no.122 110 mm dia 6 kg/sq.cm |
| 27 | Providing and laying including testing Bend 90° confirming to IS specifications. USOR.Item.no.9.2 -P.no.122 160 mm dia 6 kg/sq.cm |
| 28 | Providing and laying Bend 45 confirming to IS specifications. USOR.Item.no.9.4 -P.no.123 90mm dia 6 kg/sq.cm |
| 29 | Providing and laying Bend 45 confirming to IS specifications. USOR.Item.no.9.4 -P.no.123 110mm dia 6 kg/sq.cm |
| 30 | Providing and laying Bend 45 confirming to IS specifications. USOR.Item.no.9.4 -P.no.123 160mm dia 6 kg/sq.cm |
| 31 | Providing and laying equal tee confirming to IS specifications. USOR.Item.no.9.4 -P.no.123 90 mm dia 6 kg/sq.cm |
| 32 | Providing and laying equal tee confirming to IS specifications. USOR.Item.no.9.4 -P.no.123 110 mm dia 6 kg/sq.cm |
| 33 | Providing and laying equal tee confirming to IS specifications. USOR.Item.no.9.4 -P.no.123 160 mm dia 6 kg/sq.cm |
| 34 | Providing and laying pipe end confirming to IS specifications. USOR.Item.no.9.5 -P.no.123 ,90 mm dia 6 kg/sq.cm |
| 35 | Providing and laying pipe end confirming to IS specifications.USOR.Item.no.9.5 -P.no.123,110 mm dia 6 kg/sq.cm |
| 36 | Providing and laying pipe end confirming to IS specifications. USOR.Item.no.9.5 -P.no.123,160 mm dia 6 kg/sq.cm |
| 37 | Providing and laying reducer confirming to IS specifications.USOR.Item.no.9.6 -P.no.124, 90 mm dia 6 kg/sq.cm |
| 38 | Providing and laying reducer confirming to IS specifications.USOR.Item.no.9.6 -P.no.124,110 mm dia 6 kg/sq.cm |
| 39 | Providing and laying reducer confirming to IS specifications.USOR.Item.no.9.6 -P.no.124,160 mm dia 6 kg/sq.cm |
| 40 | Providing and laying including testing End Cap confirming to IS specifications. USOR.Item.no.9.8 -P.no.124 ,90 mm dia 6 kg/sq.cm |
| 41 | Providing and laying including testing End Cap confirming to IS specifications. USOR.Item.no.9.8 -P.no.124 , 110 mm dia 6 kg/sq.cm |
| 42 | Providing & Supply of Electro Fusion Fittings in accordance with BS EN 12201 : Part-3 suitable for drinking water with in black/blue color manufactured from compounded PE80/PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rated SDR 11 with min PN 12.5 rated for water application and shall be inclusive of all cost such as testing, all taxes related to central state & municipal, inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete. Electro Fusion Coupler 90mm ,USOR Item no. 9.14.1.8- P.no.129 |
| 43 | Providing & Supply of Electro Fusion Fittings in accordance with BS EN 12201 : Part-3 suitable for drinking water with in black/blue color manufactured from compounded PE80/PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure ratedSDR 11 with min PN 12.5 rated for water application and shall be inclusive of all cost such as testing, all taxes related to central state & municipal, inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete.Electro Fusion Coupler 110mm ,USOR Item no.9.14.1.9 -P.no.129 |
| 44 | Provision for Jointing of TW to Rising Main with cost of Material/ specials such as GI Union / CI Flange, GI Reducer UPVC MTA FTA etc. as per requiement of site i/c cost of labour etc. complete as per approved specification and as directed by Engineer in charge USOR 17.19 P 228 |
| 45 | Provision for jointing of Rising main to sump well/OHT and OHT to Distribution pipe line with cost of material/specials such as Bends, MTA as per rerquirement of site i/c cost of labour with excavation, labour as per requirement complete as per approved specification and as directed by Engineer in charge.USOR 17.20 P-229 |
| 46 | Construction of Brick masonry valve chamber with 20 cm thick wall in 1:6 C.M. with 12mm thick 1:4 Cement Plaster and base course 10 cm. thick in M-15. Inside Dimensions 110x80x100cm with - Heavy Duty SFRC chamber cover with frame size 130cm x 100cm x 10cm including cost of materials, labour etc. complete. USOR item no. 17.46.2, Amdt Page no 7) |
| 47 | Filling available excavated earth in trenches, plinth 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.. USOR.Item.no.16.10 (b)-P.no. 208 |
| 48 | 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 .USOR.Item.no. 10.2 P - 137 |
| 49 | Labour only for lowering and laying of MS pipe and specials as per approved specification complete as directed by Engineer incharge,USOR.Item.no. 10.3 P - 138 |
| 50 | Providing and applying primer and one coat of red oxide externally, USOR.Item.no. 10.3 P - 138 |
| 51 | Providing and making Consumer Service Connection (Functional House Hold Taps Connection) from HDPE pipe with the help of electro fusion machine including all labour and material such as Electro fusion Saddle, brass ferrule (Not less than 100 gm in weight)/MDPE ferrule/flow control valve, double compression elbow, male/female threaded adopter with metal insert, sockets, MDPE union 20mm dia/GI union 15 mm dia (medium class), brass/SS tap etc all complete and all items/fittings shall be complying with the relevant BIS Codes. Rates also include excavation, cutting of road if required, refilling the trenches and restoration of road with minimum M20 (1:1.5:3) grade CC or equivalent grade of existing CC cutting for providing tap connection (whichever is richer), construction of Platform and grouting of circular post neat finished as per the drawing attached, testing all complete items. For connection with 20 mm dia MDPE pipe upto 5 meter and CONCRETE ROAD CROSSING is necessary.USOR 2nd ADDENDUMOF Issued vide order no. 254 dt 06.08.2020Item.no.17.41.1 -P.no. 4 |
| 52 | Providing and making Consumer Service Connection (Functional House Hold Taps Connection) from HDPE pipe with the help of electro fusion machine including all labour and material such as Electro fusion Saddle, brass ferrule (Not less than 100 gm in weight)/MDPE ferrule/flow control valve, double compression elbow, male/female threaded adopter with metal insert, sockets, MDPE union 20mm dia/GI union 15 mm dia (medium class), brass/SS tap etc all complete and all items/fittings shall be complying with the relevant BIS Codes. Rates also include excavation, cutting of road if required, refilling the trenches and restoration of road with minimum M20 (1:1.5:3) grade CC or equivalent grade of existing CC cutting for providing tap connection (whichever is richer), construction of Platform and grouting of circular post neat finished as per the drawing attached, testing all complete items. For connection with 20 mm dia MDPE pipe more than 5 meter & upto 10 meter and CONCRETE ROAD CROSSING isnecessary..USOR 2nd ADDENDUMOF Issued vide order no. 254 dt 06.08.2020Item.no.17.41.2 -P.no. 4 |
| 53 | Providing and making Consumer Service Connection (Functional House Hold Taps Connection) from HDPE pipe with the help of electro fusion machine including all labour and material such as Electro fusion Saddle, brass ferrule (Not less than 100 gm in weight)/MDPE ferrule/flow control valve, double compression elbow, male/female threaded adopter with metal insert, sockets, MDPE union 20mm dia/GI union 15 mm dia (medium class), brass/SS tap etc all complete and all items/fittings shall be complying with the relevant BIS Codes. Rates also include excavation, cutting of road if required, refilling the trenches and restoration of road with minimum M20 (1:1.5:3) grade CC or equivalent grade of existing CC cutting for providing tap connection (whichever is richer), construction of Platform and grouting of circular post neat finished as per the drawing attached, testing all complete items , For connection with 20 mm dia MDPE pipe upto 5 meter and road crossing is not required. (Distribution pipe line is on the same side of house) .USOR 2nd ADDENDUMOF Issued vide order no. 254 dt 06.08.2020Item.no.17.41.3 -P.no. 5 |
| 54 | Providing and making Consumer Service Connection (Functional House Hold Taps Connection) from HDPE pipe with the help of electro fusion machine including all labour and material such as Electro fusion Saddle, brass ferrule (Not less than 100 gm in weight)/MDPE ferrule/flow control valve, double compression elbow, male/female threaded adopter with metal insert, sockets, MDPE union 20mm dia/GI union 15 mm dia (medium class), brass/SS tap etc all complete and all items/fittings shall be complying with the relevant BIS Codes. Rates also include excavation, cutting of road if required, refilling the trenches and restoration of road with minimum M20 (1:1.5:3) grade CC or equivalent grade of existing CC cutting for providing tap connection (whichever is richer), construction of Platform and grouting of circular post neat finished as per the drawing attached, testing all complete items . For connection with 20 mm dia MDPE pipe upto 5 meter and road (OTHER THAN CONCRETE ROAD) crossing isnecessary..USOR 2nd ADDENDUMOF Issued vide order no. 254 dt 06.08.2020Item.no.17.41.4 -P.no. 5 |
| 55 | Providing and making Consumer Service Connection (Functional House Hold Taps Connection) from HDPE pipe with the help of electro fusion machine including all labour and material such as Electro fusion Saddle, brass ferrule (Not less than 100 gm in weight)/MDPE ferrule/flow control valve, double compression elbow, male/female threaded adopter with metal insert, sockets, MDPE union 20mm dia/GI union 15 mm dia (medium class), brass/SS tap etc all complete and all items/fittings shall be complying with the relevant BIS Codes. Rates also include excavation, cutting of road if required, refilling the trenches and restoration of road with minimum M20 (1:1.5:3) grade CC or equivalent grade of existing CC cutting for providing tap connection (whichever is richer), construction of Platform and grouting of circular post neat finished as per the drawing attached, testing all complete items. For connection with 20 mm dia MDPE pipe more than 5 meter & upto 10 meter and road (OTHER THAN CONCRETE ROAD)crossing isnecessary.USOR 2nd ADDENDUMOF Issued vide order no. 254 dt 06.08.2020Item.no.17.41.5 -P.no. 5 |
| 56 | Design, drawing, construction, testing and commissioning of Elevated Service Reservoir/ Over Head Tank (ESR/OHT) with all necessary fitting as mentioned in relevant chapter of USOR, IS codes and departmental guidelines. Complete turn key job for following capacities with 9/12/15 meter staging height from GL :- (26.5.10 ) 175 Kilo Litres 15 MTR STAGINGUSOR 2nd ADDENDUMOF Issued vide order no. 254 dt 06.08.2020 USOR 26.1 P 14 |
| 57 | Design, drawing, construction, testing and commissioning of GSR/Sumpwell of following capacities with all necessary fitting and accessories as mentioned in the relevant chapter of USOR, IS codes and departmental circulars. Complete turn key job for following capacities :- 40 Kilo Litres USOR 2nd ADDENDUMOF Issued vide order no. 254 dt 06.08.2020 USOR 26.2 P 17 |
| 58 | Design, drawing, construction, testing and commissioning of GSR/Sumpwell of following capacities with all necessary fitting and accessories as mentioned in the relevant chapter of USOR, IS codes and departmental circulars. Complete turn key job for following capacities :- 30 Kilo Litres USOR 2nd ADDENDUMOF Issued vide order no. 254 dt 06.08.2020 2USOR 26.2 P 17 |
| 59 | Design and Construction of RCC framed brick masonry pump house over the sump with all necessary fitting and requirement as mentioned in relevant chapter of USOR, IS codes and departmental guidelines. Complete turn key job. This item will only be used with item no 26.2 only in cases where pumphouse to be constructed above the proposed sumpwell.USOR 2nd ADDENDUMOF Issued vide order no. 254 dt 06.08.2020 USOR 26.3 P 18 |
| 60 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) - All kinds of soil.MPPWD SOR Item 2.6 page 13 |
| 61 | Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed. - Ordinary rock. MPPWD SOR Item 2.7.1 page 13 |
| 62 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire up to floor two level including all wastage etc. complete. Thermo-Mechanically Treated bars.(TMT) MPPWD SOR Item 5.16.6 page 79 |
| 63 | Reinforced cement concrete work (with 20mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and up to floor two level excluding cost of centering, shuttering, finishing and reinforcement : M 20 -Grade ConcreteMPPWD SOR Item 5.2.1 page 75 |
| 64 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters butteresses, plinth beams and string courses etc.up to plinth level. MPPWD SOR Item 5.9 page 76 |
| 65 | Lintels, beams, girders, bressumers and cantilevers. - Coping sides MPPWD SOR Item 5.9.5 page 77 |
| 66 | Foundations, footings, bases of columns, etc. for concrete up to plinth level.MPPWD SOR Item 5.9.1 page 76 |
| 67 | Columns, Pillars, Piers, Abutments, Posts and Struts.MPPWD SOR Item 5.9.6 page 77 |
| 68 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :With 20mm nominal size graded stone aggregate.Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate (M 10) MPPWD SOR Item 4.1.1.4 page 38 |
| 69 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters,columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. up to floor two level, excluding the cost of centering, shuttering and finishing : With 20mm nominal size graded stone aggregate.M 20 - Grade concrete - Coping MPPWD SOR Item 4.2.1.2 page 39 |
| 70 | Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg / cm2 and water absorpt ion not more than 20% in superstructure above plinth level and up to floor two level i/c curing etc complete.Cement Mortar 1:6 (1 cement : 6 sand)MPPWD SOR Item 6.6.2 page 109 |
| 71 | 12 mm cement plaster of mix :1:6 (1 cement : 6 sand) MPPWD SOR Item 13.1.2 page 397 |
| 72 | Finishing walls by any mechanical or manual means with Acrylic Smooth exterior paint (Economy Exterior) of required shade including all scaffolding. New work ( Two or more coat applied @ 1.67 ltr/10 sqm over and including one coat undiluted exterior waterproofing coating @ 2.39 litre/10 sqm with crack bridging ability of upto 0.5 mm on horizontal surfaces with an elongation of 150 % and water proofing of upto 3 bars on vertical surface. MPPWD SOR Item 13.52 page 405 |
| 73 | Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. MPPWD SOR Item 2.24 page 18 |
| 74 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer all complete.MPPWD SOR Item 10.2 page 278 |
| 75 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. MPPWD SOR Item 13.69.1 page 408 |
| 76 | Providing and laying factory made machine pressed precast cement concrete interlocking paver block of any shape and size conforming to IS:15658- 2006 and ISI marked of 60 mm thickness, M-30 grade with grey cement and pigment all as specified. Made by block making machine with strong vibratory compaction, laid in required colour and pattern over and including 50mm thick compacted bed of stone dust, filling the joints with sand etc. all complete as per the direction of Engineer-in-Charge. . MP PWD SOR No. 11.66 P. NO. 325 |
| 77 | Fabrication, providing and fixing of typical information board of size 2.40 m x 1.80 m made out as detailed below - 1. Three vertical support made out from 100 mm x 50 mm , 6.0 mm thick channel. This shall be minimum 1.0 m below GL and 3.00 m above GL. The Channel shall be erected on 600 mm x 600 mm x 1000 mm foundation blocks at appropriate depth made of cement concrete 1:2:4. 2.The board shall be fabricated from 1.6 mm thick MS sheet of size 2.40 m x 1.80 m, The frame of board shall be fabricated with 50 mm x 50 mm x 5 thick angle with one horizontal additional support in center with same angle. 3. Whole structure shall be painted by standard color with lettering border, heading and logo etc using synthetic enamel paint of superior quality including welding, excavation, concreting , painting of base, border and lettering, painting and other required details etc complete as directed by Engineer in charge II Amdt USOR 17.47 P-7 |
| 78 | Supply, delivery, erection and commissioning of the micro processor based water disinfection equipment using silver ionization process based on Oligodynamic technology as per detailed specifications mentioned in the NIT, 10000 LPH capacity.Rates as per CE PHED Indore Zone indore Letter No. 160 Dt 25.07.2020 |
| 79 | Supply, delivery and installation of "Shallow shell Technology based Ketonic Resin based Flouride removal plant." for the following Capacities 23000 LPH. Excluding taxesUjjain SE Letter No. 3129/TECH/2020 Dt. 16/10/2020 |
| 80 | Supplying & Installation of Energy efficiant five star BEE rating ISI Marked required capacity of Three Phase, 50 Hz,415V, deep well submersible pump Steel body, suitable for 6"tube well with Control Panel Starter suitable for Submersible pump with dry run protection, single phase preventer, connections, including clamps, bore cap etc. as required as per specifications but excluding pipe and connection cable.10 H.P. with 20 stages, Head Mt. 184-80 Discharge LPM 60-270 USOR.Item.no. 24.20.106 P.no.267 |
| 81 | Supplying & InstallationofFive star BEE ratingISI MarkedrequiredcapacityofThreephase,50Hz, 415V,OpenwellSubmersiblepump,withControl PanelStarterwithDryRunProtection,singlephase preventer, connections, etc. as required as per specifications but excluding pipe and connection cable. 3.0 H.P. Head mt. 15-24 Discharge LPM 615-195 USOR.Item.no. 24.20.113 P.no.268 |
| 82 | Supplying and laying of submersible flat cable ISI marked 3 core copper wire of suitable size with proper clamping of approved make.4.0 Sq.mm.multi strand USOR 24.20.107 P-207 |
| 83 | Providing and jointing of following galvanized Iron (MS) Pipes class medium with heavy duty seamless sockets for lowering of submersible pumps including testing of joints, cost of pipes & heavy duty sockets and jointing materials all complete. Pipes and sockets confirming to IS:1239-2011 Part-II. 50 mm dia Class Medium , II Amdt USOR 17.38.1 P-3 |
| 84 | Labour only for lowering of three phase submersible pumping set in the tube well with pipe line assembly, electrical cable, testing etc. complete including connecting the electrical cable from pump & starter 3 HP to 7.5 HP - Depth up to 150 mtr. USOR 24.18.4 P- 258 |
| 85 | Supply & erection of readymade mini pump house (control panel box) GI sheet of 18 gauge of size 90cmx90cm x60cm with 40x40x5mm angle Iron frame to fix it 200mm below ground level with hold fasts grouted in foundation and 300mm above ground level for clearance suitable for fixing of control panel, fuse unit, main switch etc. as per approved specification.USOR item 17.18, P - 227 |
| 86 | 11 KV line on 140 kg. 8.0 Mtrs. long PCC Poles with rabbit conductor average span of 70 mtr. in rural area including labour complete. (Schedule Ref. C-1.2 of MPMKVVCL for SOR 2019-20) |
| 87 | 11 KV D.P. Structures on 140 kg. 8.0 mtr. long PCC poles for tapping DP including labour complete. (Schedule Ref. C-5.2 of MPMKVVCL for SOR 2019-20) |
| 88 | 11 KV D.P. Structures on 140 kg. 8.0 mtr. long PCC poles for straight line including labour complete. (Schedule Ref. C-5.1 of MPMKVVCL for SOR 2019-20) |
| 89 | L.T. Line 1 phase 3 wire on PCC support using Aerail Bunched XLPE cable with maximum span of 50 Meter including labour complete. 2 x 35+ 1 x 16 sq. mm (Insulated nuetral massenger)(Schedule Ref. D-3.2 of MPMKVVCL for SOR 2019-20) |
| 90 | 11/0.4 KV out-door type transformer sub-station. 25 KVA on 140 kg. 8.0 meter long PCC Pole including labour complete.(Schedule Ref. E-1.2 of MPMKVVCL for SOR 2019-20) |
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