Tender For Design, Construction And Retrofitting Of Piped Water Supply Schemes Under Jal Jeevan Mission At Villages 1.Bahirawad 2.Kiloda P 3. Golaguthan Block Kannod Distt. Dewas- Balance work of Design, Construction of Piped Water Supply Scheme under Jal Jeevan Mission at Village 1 Bahirawad 2 Kiloda P 3 Golaguthan Block kannodDistt. Dewas based on Tube wells including installation of electric submersible/centrifugal water motor pumps, Construction of 02 Nos.R.C.C. Overhead tanks 100/15staging, 01 Nos.R.C.C. Overhead tanks 75/15staging and 03 Nos. sumpwell 20 KL, pump houses, laying and jointing of rising main, distribution pipe line system, household tap connections, electric power connections at Tube wells/Sumpwellsetc including cost of all material and labour with testing commissioning thereafter 90 Days of successful Trial Run of entire scheme. 2 Supply and Installation of Energy efficiant five star BEE rating ISI Marked required capacity of Three Phase, 50 Hz, 415 V, 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 16 srages, Head Mt. t47-64 Discharge LPM 60_270 USOR 2018 6th amendment 3 Supplying and laying of submersible flat cable ISI marked 3 core copper wire of suitable size with proper clampingof approved make. 4 sq. mm flat copper cable. 24.20.107 (ii)P-267 4 Supplying and laying of armoured copper cable, ISI marked 3 core copper wire of suitable size with proper clampingof approved make.6 sq. mm armoured copper cable. 5 Providingand jointing offollowing galvanized Iron (MS) Pipes class medium with heavy duty seamless sockets for lowering of submersible pumps including testing of joints, cost of pipes and heavy duty sockets and jointing materials all complete. Pipes and sockets conforming to IS-1239/2011 Part-II, 50 mm dia GI pipe class medium, USOR.Amnd II I.no.17.38-P.no. 3 6 Providingand jointing offollowing galvanized Iron (MS) Pipes class medium with heavy duty seamless sockets for lowering of submersible pumps including testing of joints, cost of pipes and heavy duty sockets and jointing materials all complete. Pipes and sockets conforming to IS-1239/2011 Part-II, 65 mm dia GI pipe class medium, USOR.Amnd II I.no.17.38-P.no. 3 7 Supplying & Installation of Five star BEE rating ISI Marked required capacity of Three phase, 50 Hz, 415V, Open well Submersible pump, with Control Panel Starter with Dry Run Protection, single phase 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 (i) - P.No. 268 8 Supply & erection of readymade mini pump house (control panel box) GI sheet of 18 gauge of size 90cmx90cmx60cm with 40x40x5mm angle Iron frame to fix it 200 mm belowground 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 2018 item no. 17.18 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 pipeswith 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),90 mm dia HDPE 10 kg, USOR 2018 6th amendment 10 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 pipeswith 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),90 mm dia HDPE 6 kg, USOR 2018 6th amendment 11 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 pipeswith 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),110 mm dia HDPE 6 kg, USOR 2018 6th amendment 12 Providing butt fusion welded joint/joining by heating to the ends with the help of Teflon coated electric mirror/heater ends together etc. by thermosetting processes to HDPE Pipe and specials. (6 kg. 8 kg. 10 kg.) (50 mm & above fusion jointed & below 50 mm mechanical jointed),090 mm outer dia,USOR 2018 6th amendment 13 Providing butt fusion welded joint/joining by heating to the ends with the help of Teflon coated electric mirror/heater ends together etc. by thermosetting processes to HDPE Pipe and specials. (6 kg. 8 kg. 10 kg.) (50 mm & above fusion jointed & below 50 mm mechanical jointed),110 mm outer dia USOR 2018 6th amendment 14 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 ,SOR P.207 I. No. 16.4 15 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 10bsqm 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, In ordinary or Soft rock with or without blasting or bituminous pavement / cement concrete road. SOR P. 207 I. 16.6(a) 16 Demolishing cement concrete manually / by mechanical means includingdisposal ofmaterial within 50 m lead as per direction of engineer-in- charge.Nominal concrete 1:3:6 or richer mix( i/c equivalent design mix ) , SOR/I- 16.15.1 Page 207 17 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.SOR/P-210/I-16.20 18 Providing and laying mechanically mixed cementconcrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate)a) In foundat ion and plinth iii 1:3:6 (M-10) ,SOR I. 16.22 (iii) Page 210 19 Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. In Plinth & foundation 1:11/2:3 (M-20 ), SOR I. 16.23(iii) Page 210 20 Filling available excavated earth in trenches,lead up to 50m and lift up to 1.5m in all kindof soil excluding watering and ramming. SOR P. 208 I. 16.10 (b 21 Providing and laying HDPE Bend 90º confirming to IS specifications. 90 mm - 10 Kg / cm²,USOR 2018 6th amendment 22 Providing and laying HDPE Bend 45º confirming to IS specifications.90 mm - 10 Kg / cm² ,USOR 2018 6th amendment 23 Providing and laying EqualHDPETee confirming to IS specification, 90 mm - 10 Kg / cm², USOR 2018 6th amendment 24 Providing and laying HDPE Bend 90º confirming to IS specifications. 90 mm - 6 Kg / cm²,USOR 2018 6th amendment 25 Providing and laying HDPE Bend 90º confirming to IS specifications. 110 mm - 6 Kg / cm²,USOR 2018 6th amendment 26 Providing and laying EqualHDPETee confirming to IS specification, 90 mm - 6 Kg / cm², USOR 2018 6th amendment 27 Providing and laying EqualHDPETee confirming to IS specification, 110 mm - 6 Kg / cm²,USOR 2018 6th amendment 28 Providing and laying Reducer 6 kg/sq.cm: confirming to IS specifications,110 mm diaUSOR 2018 6th amendment 29 Providing and laying End Cap confirming to IS specifications, 90 mm dia, 6 kg/Sqcm, USOR 2018 6th amendment 30 Providing and laying including testing Pipe end confirming to IS specification. 6Kg/sq.cm :PN 6, 90 mm dia,USOR 2018 6th amendment 31 Providing and laying including testing Pipe end confirming to IS specification. 6Kg/sq.cm :PN 6, 110 mm diaUSOR 2018 6th amendment 32 Fabrication of M.S. pipes & specials as per relevant IS specifications inclusive of cost of all materials taxes and duties inspection charges, transit insurance, loading/unloading FOR site and stacking etc. complete as for direction of Engineer-in- Charge.Fabricating pipes and specials from Steel plates (all thickness as per design), 80 mm dia - 50 m , 8 mm thick, SOR Item 10.2 / 139 33 Labour only for laying of MS pipe and specials as per approved specification complete as directed by Engineer incharge,SOR Item 10.3 / 139 34 Providing and applying primer and one coat of red oxide externally,SOR Item 10.4 / 139 35 Providing and applying primer and one coat of red oxide of iron paint, internally,SOR Item 10.5/139 36 Providing & fixing following cast iron double flanged single door reflux (non return) valves including jointing & testing with cost of jointing material such asbolts,nuts and rubber insertion all complete as per IS :5312 (Part I) 80 mmdia,SOR P.113 I. 8.4 A 37 Providing and fixing DI sluice valve class PN 10 as per approved Specification 80 mm dia, SOR P.71 I. 4.41 38 Providing and fixing DI sluice valve class PN 10 as per approved Specification 100 mm dia, SOR P.71 I. 4.41 39 Providing & fixing cast iron single 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, 25 mm dia , SOR P. 114 I.No. 8.8 40 Construciton of Brick masonary valve chamber with 20 cm thick wallin 1:6 CM with 12 mmthick 1:4 Cement Plaster and base course 10 cmthick in M-15.Inside Dimensions 90x60x100cm with Heavy Duty SFRC chamber cover with frame size 130 cm x 100 cm x 10 cm including cost of materials, labour etc completeUSOR Amdt-II item 17.46.2 41 Provision for jointing of TW to Rising mainwith cost of material / specials such as GI Union,GI Flange,GI Reducer, 50 mm NRV, SV, bends, UPVC MTA, FTA etcas per requirement of site i/c cost of labour with excavation, labour as per requirement complte as per approved specification and as directed by engineer in charge.SOR P. 228 I.No. 17.19 42 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 requirement of site i/c cost of labour with excavation, labour as per requirement complte as per approved specification and as directed by engineer in charge., SOR P. 229 I.No. 17.20 43 Installation of HDPE pipe by Horizontal Direction Driling 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 alngmenet, proper diposal of drilling fluid, as per code of practice for horizontal directico drilling technique suiting indian conditions. Requirement pipes / specials and other civil work shall be paid separately in all tyes of soils. (This item shall be executed only after prior permission of Superintending Engineer),HDPE pipe of any class - 90 mm outer dia, SOR P. 207 I.No. 16.3 44 Installation of HDPE pipe by Horizontal Direction Driling 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 alngmenet, proper diposal of drilling fluid, as per code of practice for horizontal directico drilling technique suiting indian conditions. Requirement pipes / specials and other civil work shall be paid separately in all tyes of soils. (This item shall be executed only after prior permission of Superintending Engineer),HDPE pipe of any class - 100 mm outer dia, SOR P. 207 I.No. 16.3 45 Providing making and testing of Consumer Service Connection (Functional House Hold Tap Connection) from HDPE pipe with the help of electro fusion machine including all labour and material such as Electro Fusion Saddle, brass insert flow control valve, double compression elbow, male/female threaded dopter with metal insert, sockets, MDPE 20mm dia/Gl pipe 15 mm dia (medium class), brass tap withtainesless steel coating 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 M-20 (1:1.5:3) grade CC or equivalent grade of existing CC cutting for providing tap connection (whichever is richer), Pre-fabricated cement concrete platform in CC M-20 grade over 75 mm thick M-10 (1:3:6) base and Pre-fabricated Milestone shaped cement concrete stand post as per attached drawing and specifications. Complete item.For connection with 20mm dia MDPE Pipe upto 5 meter and CONCRETE 46 For Connection with 20mm dia MDPE Pipe more than 5 meter & upto 10 meter and CONCRETE ROAD CROSSING is necessary.USOR 2018 8th amendment 47 For connection with 20mm dia MDPE pipe upto 5 meter and road crossing is not required. (Distribution pipe line is on the same side of 48 For connection with 20mm dia MDPE pipe upto 5 meter and road (OTHER THAN CONCRETE ROAD) crossing is necessary. USOR 2018 8th amendment 49 For connection with 20mm dia MDPE pipe more than 5 meter & upto 10 meter and road (Other than concrete road) is necessary. USOR 2018 8th amendment 50 Providing and Supplying Blue MDPE pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Colour only with quality assurance certificate from quality agencies like WRC/CIPET (India)/ 51 Providing & Supply of Electro Fusion Tapping Ferrule (Branch Tapping Saddle) female BSP Threaded with SS 304 insert fittings in accordance with BS EN 12201 : Part-3 suitable for drinking water with in black/ blue colour manufactured from compounded PE80/PE100 pipes, in pressure rating SDR 11 with min PN 52 Compression Fittings Metal inserted Compression Female Threaded Adaptor with SS 304 Material USOR 2018 Item no. 9.11.1.1 53 Pre fabricated cement concrete platform and cement concrete milestone shaped 54 Providing and installation of automatic water level indicator for supervisory control cum auto on/off of motor pump assembly inclusive of control panel ,500 mtr long 2 core ,4 pair cable for small rural water supply scheme, having source within 500mtr as per approved specification and as directed by Engineer in charge.(In case of lesser length of cable,equivalent amount @ Rs 12 /-per meter of short length will be deducted from above rate) (I- 17.11 /P- 229) 55 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. (I- 17.12 /P- 229) 56 Water Disinfection System. Argentum oligodynamic based water purifier capacity 25,000 LPH. 57 Water Disinfection System. Argentum oligodynamic based water purifier capacity 15,000 LPH. 58 Water Disinfection System. Argentum oligodynamic based water purifier capacity 10,000 LPH. 59 Design, Drawing, construction, testing and commissioning ofElevated Service ReserviourOver Head Tank (ESR / OHT) with all necessary fittings as mentioned in relevant chapter of USOR, IS codes and departmental guidelines. complete turnkey job for following capacity with staging height from GL. 100 KL - 15 Mtr (USOR Amndm - II,Itm-26.1.1 / Pg14 60 Design, Drawing, construction, testing and commissioning ofElevated Service ReserviourOver Head Tank (ESR / OHT) with all necessary fittings as mentioned in relevant chapter of USOR, IS codes and departmental guidelines. complete turnkey job for following capacity with staging height from GL. 75 KL - 15 Mtr (USOR Amndm - II,Itm-26.1.1 / Pg14 61 Design, Drawing, construction, testing and commissioning of GSR/ Sumpwell offollowing capacitywith all necessary fitting and accessories as mentioned in relevant chapter of USOR, IS codes and departmental circulars. complete turnkey job for following -20 KL (USOR Amndm - II,Itm-26.2.1 / Pg17) 62 Design, andconstruction of RCC framed brick masonary pump house over the sumpwell withall necessary fitting and requirements as mentioned in relevant chapter of USOR. IS codes and departmental guidelines complete turnkey job(USOR Amndm - II,Itm-26.3./ Pg18) 63 Fabrication, providing and fixing of typical information board of size 2.40 m x 1.80 m made out as detailed below - 64 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 1.01.2024Item 2.6 page 12 65 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. -MPPWD SOR 1.01.2024Item 2.8.1 page 14 66 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 1.01.2024 Item 5.16.6 page 79 67 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 1.01.2024 Item 5.2.1 page 78 68 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 1.01.2024 Item 5.9.2.1 page 79 69 Lintels, beams, girders, bressumers and cantilevers. - Coping sidesMPPWD SOR 1.01.2024 Item 5.9.5 page 80 70 Foundations, footings, bases of columns, etc. for concrete up to plinth levelMPPWD SOR 1.01.2024Item 5.9.1 page 79 71 Columns, Pillars, Piers, Abutments, Posts and Struts.MPPWD SOR 1.01.2024Item 5.9.6 page 80 72 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 1.01.2024 item 4.1.1.4 page 40 73 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 1.01.2024Item 4.2.1.3 page 41 74 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 1.01.2024Item 6.6.2 page 114 75 12 mm cement plaster of mix :1:6 (1 cement : 6 sand) MPPWD SOR 1.01.2024 Item 13.1.2 page 468 76 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 1.01.2024Item 13.52 page 476 77 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 1.01.2024 Item 2.24 page 19 78 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 1.01.2024Item 10.2 page 278 79 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 1.01.2024Item 13.65 page 479 80 Providing and fixing G.l chain link fabric fencing of required width in mesh size 25 x 25 mm made of G.l wire of dia. 3 mm including strengthening with 2 mm dia. Wire or nuts, bolts and washer as required complete with posts of angle iron size 50x50x5mm 2.5 meter apart and strut of required size including bottom to be split and band at right angle in opposite direction for l0 cm length and drilling holes upto l0 mm dia and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix l:2:4 (l cement:2 sand : 4) graded stone aggregate 40 mm nominal size) every l5s post, last but one end post and corner post shall be strutted on both sides and end post on one side only and struts embedded in cement concrete blocks 70x45x50cm of the same mix, as per the direction of Engineering charge.PHE USOR 2nd ADDENDUMOF Issued vide order no. 254 dt 06.08.2020USOR 17.35 P 3 81 11 KV LINE ON 140 KG, 8 M PCC Pole Using Raccoon Conductor Max Span 70 Mtrs IN RURAL AREA including labour complete. (Schedule Ref. C-1.2 of MPMKVVCL for SOR 2022-23) 82 11 KV D.P. Structures on 140 kg. 8.0 mtr. long PCC poles for tapping DP including labour complete.(Schedule Ref. C-9.1 of MPMKVVCL for SOR 2022-23) 83 11 KV D.P. Structures on 140 kg. 8.0 mtr. long PCC poles for straight line including labour complete.(Schedule Ref. C-10.1 of MPMKVVCL for SOR2022-23) 84 L.T.Lines 3 phase 5 wire on PCC support using Aerial Bunched XLPEcable with maximum span of50 meters (ii) 3 X 25 + 1 X 16 + 1 X 35 sq.mm. (insulated nuetral massenger) (Schedule Ref. D-2.1 of MPMKVVCL for SOR 2022-23) 85 11/0.4 KV out-door type transformer sub-stations On 8 m 140 kg PCC Pole Using New DTR 25 KVA on 140 Kg.,:including labour complete.(Schedule Ref. E-1.1of MPMKVVCL for SOR 2022-23)
