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Piped Water Supply Scheme At Pathan Pipliya Construction Of Pwss At Village Pathan Pipliya Distt . Indore Based On Tube Wells Including Construction Of 50 Kl R . C . C . Oht 12 Mtr . Staging , Construction Of 20 Kl R . C . C Sump Well , Laying An, Pathan Pipliya, Mhow-Madhya Pradesh

Public Health Engineering Department-PHED has published Piped Water Supply Scheme At Pathan Pipliya Construction Of Pwss At Village Pathan Pipliya Distt . Indore Based On Tube Wells Including Construction Of 50 Kl R . C . C . Oht 12 Mtr . Staging , Construction Of 20 Kl R . C . C Sump Well , Laying An. Submission Date for this Tender is 14-07-2020. Pipe Laying Tenders in Pathan Pipliya, Mhow Madhya Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

24667829
Corrigendum : Piped Water Supply Scheme At Pathan Pipliya Construction Of Pwss At Village Pathan Pipliya Distt . Indore Based On Tube Wells Including Construction Of 50 Kl R . C . C . Oht 12 Mtr . Staging , Construction Of 20 Kl R . C . C Sump Well , Laying An
Open Tender
Indian
Madhya Pradesh
Pathan Pipliya, Mhow
14-07-2020

Tender Details

Piped Water Supply Scheme At Pathan Pipliya Construction Of Pwss At Village Pathan Pipliya Distt . Indore Based On Tube Wells Including Construction Of 50 Kl R . C . C . Oht 12 Mtr . Staging , Construction Of 20 Kl R . C . C Sump Well , Laying And Jointing Of Pipe Line And Maintenance Of 24 Months

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 07-Jul-2020 Due to no bids Received hence the Key Dates are being extended as per attachment Date 14-07-2020

Key Value

Document Fees
INR 5000 /-
EMD
INR 47879.0 /-
Tender Value
INR 23.93 Lakhs /-

BOQ Items

Name of Work: Survey, Investigation, Design and Construction of Piped Water Supply Scheme at Village - PATHAN PIPLIYA Block Mhow Distt. Indore under Rurban Mission based on Tube wells including installation of electric submersible/centrifugal water motor pump, construction of 50 KL R.C.C. OHT 12 Mtr. staging construction of 20 KL R.C.C Sump wells, laying and jointing of rising main and distribution pipe line system, household tap connections, construction of pump house, electric power connections at Tube wells and sump well including cost of all material and labour with 30 Days Trial Run/Commissioning period and 24 Months Operation and Maintenance of entire scheme.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 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.165 4.5 Cum
2 2 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. USOR. Item.no. 16.4 -P.no.164 175.5 Cum
3 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 leveled and neatly dressed. Soft rock with or without blasting or bituminous pavement / cement concrete road. USOR. Item.no.16.5(a)-P.no.164 90 Cum
4 4 Providing, Laying, Jointing & field testing of HDPE pipes, (High Density Polyethylene pipes) 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) 90mm dia HDPE 6 Kg/cm² USOR.Item.no. 9.1 -P.no.101 400 Mtr
5 5 Providing, Laying, Jointing & field testing of HDPE pipes, (High Density Polyethylene pipes) 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) 110 mm dia HDPE 8 Kg/cm² USOR.Item.no. 9.1 -P.no.101 100 Mtr
6 6 Providing and laying HDPE Bend 90º confirming to IS specifications. 90 mm - 6 Kg / cm² USOR.Item.no.9.2 -P.no.102 5 Each
7 7 Providing and laying HDPE Bend 90º confirming to IS specifications. 110 mm -8 Kg / cm² USOR.Item.no.9.2 -P.no.102 1 Each
8 8 Providing and laying Equal HDPE Tee confirming to IS specification 90 mm-6 Kg/cm² USOR Item.no.9.4 -P.no.102 4 Each
9 9 Providing and laying Equal HDPE Tee confirming to IS specification 110 mm - 8 Kg / cm² USOR Item.no.9.4 -P.no.102 1 Each
10 10 Providing and laying Pipe End confirming to IS specification 90 mm-6 Kg/cm² USOR Item.no.9.5 -P.no.102 5 Each
11 11 Providing and laying Pipe End confirming to IS specification 110 mm - 8 Kg / cm² USOR Item.no.9.5 -P.no.102 1 Each
12 12 Providing and laying HDPE Reducer: confirming to IS specifications. 110 mm -8 Kg / cm² USOR Item.no. 9.6 -P.no.103 1 Each
13 13 Providing and laying HDPE End Cap confirming to IS specifications. 90 mm - 6 Kg / cm² USOR Item.no. 9.8 -P.no.103 3 Each
14 14 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.107 1 Each
15 15 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 110mm USOR Item.no.9.14.1.9 -P.no.107 1 Each
16 16 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 Equal Tee 90mm USOR Item.no.9.14.2.8 -P.no.108 2 Each
17 17 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 Equal Tee 110mm USOR Item.no.9.14.2.9 -P.no.108 1 Each
18 18 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 Elbow 90 Deg.110mm USOR Item.no.9.14.3.9 -P.no.108 1 Each
19 19 Providing and fixing of Ductile iron double flanged sluice valves as per IS : 14846-2000 fittesd with cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete 80 mm PN-1.0 USOR Item no. 4.41 page 65 2 Each
20 20 Providing and fixing of Ductile iron double flanged sluice valves as per IS : 14846-2000 fittesd with cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete 100 mm PN-1.0 USOR Item no. 4.41 page 65 1 Each
21 21 Providing & fixing following 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 PN-1.0 USOR Item no. 3.38 page 44 1 Each
22 22 Construction of Brick masonary valve chamber with 20\ncm thick wall in 1:6 C.M. with 12mm thick 1:4 Cement\nPlaster and base course 10 cm. thick in M-15. Inside\nDimensions 110x80x100cm M-20 RCC chamber cover size\n130x100cmx12cm including cost of materials, labour etc.\ncomplete. usor item no 16.45 page no 171 3 No
23 23 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. USOR. Item.no. 16.10b -P.no 165 265.5 Cum
24 24 Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 20 mm nominal sizegraded stone aggregate) (A) In Plinth & foundation M-15 USOR. Item.no.16.24a.ii.-P.no. 166 4.5 cum
25 25 Providing and making Consumer Service Connection (House Hold Connection) on HDPE pipe, With the help of electrofusion\nmachine including all labour, and material such as Saddle, barss ferrule ( Not less then 100 gm), double compression elbow, \nmale/female threaded adopter with metal insert, sockets, union 20mm dia MDPE/15 mm dia GI pipe (medium class) closing tape welded to socket and nipple etc all complete and complying with the relevant BIS specifications. Rate also includes excavation, cutting of road if required, refilling the trenches and restoration of road with 1:1.5:3 CC,construction of Platform and grouting of circular post need finished as per the drawing attached testing all complete. For connection with MDPE pipe and road crossing is not required.(Disti.pipe line is on the same side of house.) USOR. Item.no.17.13(a-iii)-P.no. 178 60 No
26 26 Providing and making Consumer Service Connection (House Hold Connection) on HDPE pipe, With the help of electrofusion\nmachine including all labour, and material such as Saddle, barss ferrule ( Not less then 100 gm), double compression elbow, \nmale/female threaded adopter with metal insert, sockets, union 20mm dia MDPE/15 mm dia GI pipe (medium class) closing tape welded to socket and nipple etc all complete and complying with the relevant BIS specifications. Rate also includes excavation, cutting of road if required, refilling the trenches and restoration of road with 1:1.5:3 CC,construction of Platform and grouting of circular post need finished as per the drawing attached testing all complete. .(i) For connection with MDPE pipe 20 mm dia upto 5 mtrand concrete road crossing is necessary ..) USOR. Item.no.17.13(a-iii)-P.no. 178 30 nos
27 27 Providing and making Consumer Service Connection (House Hold Connection) on HDPE pipe, With the help of electrofusion\nmachine including all labour, and material such as Saddle, barss ferrule ( Not less then 100 gm), double compression elbow, \nmale/female threaded adopter with metal insert, sockets, union 20mm dia MDPE/15 mm dia GI pipe (medium class) closing tape welded to socket and nipple etc all complete and complying with the relevant BIS specifications. Rate also includes excavation, cutting of road if required, refilling the trenches and restoration of road with 1:1.5:3 CC,construction of Platform and grouting of circular post need finished as per the drawing attached testing all complete. . (ii) For connection with MDPE pipe 20 mm dia5 mtr to 10 mtr and concrete road crossing isnecessary.USOR. Item.no.113(a-iii)-P.no. 178 30 nos
28 28 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.24.15.111(i)-P.no. 217 1 No
29 29 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.(xxxii) Energy efficient ISI mark three phase submersible pump for 150 mm dia borewell. 180 m head, discharge LPM 150, 5 star rating. Efficiency 45.90, 46 and 46.20 percent with control panel flat cable. USOR. Item. No. 24.15.104 (xxxii) - P.No. 216 1 Each
30 30 Supplying and laying of submersible flat cable ISI marked 3 core copper wire of suitable size with proper clamping of approved make. 4 Sq mm Multi Strand USOR. Item.no.24.15.105(ii)-P.no. 217 80 mtr
31 31 Supplying and laying of approved Make Nylon rope\n12mm thick complete with binding for support of\npump and motor usor I no 24.15.106 page 217\n 180 R.m.
32 32 Providing laying and jointing of following galvanized Iron (MS) Pipes with specials (such as bends, elbows, tees etc) class light, medium & heavy including testing of joints, cost of pipes, specials and jointing materials all complete. Pipes and sockets conforming to IS- 1239/2011 Part- II 50 mm dia Medium( Pg.no. 77 I.No.6.1) 180 Mtr
33 33 Providing laying and jointing of following galvanized Iron (MS) Pipes with specials (such as bends, elbows, tees etc) class light, medium & heavy including testing of joints, cost of pipes, specials and jointing materials all complete. Pipes and sockets conforming to IS- 1239/2011 Part- II 80 mm diaMedium ( Pg.no. 77 I.No.6.1) 50 Mtr
34 34 Supply & errection of ready made mini pump house (control pannel box) GI sheet of 18 gauge of size 90cmx90cmx60cm with 40x40x5mm angle Iron frame to fix it 200 mm below ground level with hold fasts grouted in foundation and 600mm above ground level for clearance suitable for fixing of conrol pannel, fuse unit, main switch etc. as per aproved specification. USOR. Item.no.17.15-P.no. 180 1 Each
35 35 Providing and installation of automatic waterlevel indicator for supervisory control and acontrol panel with auto on/ off of motor pumpassembly, 500 mtr long 1 sq mm 3 pair cablefor small rural water supply scheme, if sourceis within 500 mtr as per approved specificationand as directed by Engineer in charge (In case of lesser length of cable, the reduced lengthwill be deducted from an equivalent amount @Rs 12/- per meter of length). USOR. Item.no.17.11-P.no. 178 1 Each
36 36 Provision for jointing of TW to Rising Main\nwith cost of Material/ specials such as GI\nUnion/ CI flange, GI Reducer as per\nrequirement of site i/c cost of labour etc.\ncomplete as per approved specification and as\ndirected by Engineer in charge. .(Refer fig. in\nthe drawing section.) A- GI to HDPE USOR. Item.no.17.16(a-iii)-P.no. 180 1 no
37 37 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 complete as per approved\nspecification and as directed by Engineer in charge .(Refer fig. in the drawing section.) USOR. Item.no.17.16(a-iii)-P.no. 180 1 no
38 38 Provision for inter connection of old to new pipe line with excavation of trench as per requirement of any diameter & type of pipe line in muddy area i/c dewatering the trench laying & jointing of pipe and specials, back filling the trench i/c testing of joints cost of labour & specials such as D- Joins couplers, solvent cement etc, complete job work as per approved specification and as directed by Engineer in charge . C - 110 mm HDPE to 110 mm HDPE USOR. Item.no.17.20(a-iii)-P.no. 180 1 Job
39 39 Provision for inter connection of old to new pipe line with excavation of trench as per requirement of any diameter & type of pipe line in muddy area i/c dewatering the trench laying & jointing of pipe and specials, back filling the trench i/c testing of joints cost of labour & specials such as D- Joins couplers, solvent cement etc, complete job work as per approved specification and as directed by Engineer in charge . D- 90 mm HDPE to 90 mm HDPE USOR. Item.no.17.20(a-iii)-P.no. 180 2 Job
40 40 Designing structurally (and aesthetically) complying provisions of relevant Indian standards and technical committee of E-IN-C guidelines no 977, date 02.02.2018 constructing RCC Elevated\nservice Reservoir of the following 50 KLcapacity and height 12 M, using latest Soil Investigation Report of proposed site , Seismic zone, Wind speed Zone. Including (1) Container shape any suitable type(or as specified), (2) Staging consisting of column brace trestle / combination column- brace trestle asappropriate(orasspecified)and(3)Appropriate foundation system.This includes excavation inallty pesofsoilstrata(includinghardrock), casting100 mm thick P.C.C. levelling course in M-10 , Refillingthe pit with proper soil and disposing of the surplus stuff at all required lead. (4) This will also include cement plaster in CM 1:2 with approved water proofing compound all over inside container (i.e. walls, base, top slab/dome bottom etc. all).. (5) All types of labour & material charges of lowering , laying, erecting / hoisting & jointing of pipe assembly of Inlet, Outlet, overflow, washout and bye pass arrangement as per hydraulic design are including. (6) Providing and fixing of any accessories(specified), CI Manhole frame and covers, water level indicator , lightening conductor, GI Pipe railing around walk way, at roof level, at gallery and both sides of staircase of Adequate cowl type ventilators or lantern type ventilator with stainless steel jali.Aluminium ladder to provide access inside the tank (7) Scope of work includes constructing RCC spiral staircase with adequate tie beams, staircase footing,RCC chambers for\nvalves. ventilating shaft and ventilators as well as door after first flight of staircase to prevent intruders SS grating to be provided to outlet pipe (inside container) for safety.(8) including providing and applying three coats of cement paint/snowcem (as specified) to the whole structure. (9) It also includes satisfactory water tightness test as per relevant I.S. Code and painting name of scheme & capacity on the tank as per direction of engineer incharge. USOR. Item.no.26.1-P.no. 237 50000 Liter
41 41 Preparing structural design of RCC Under Ground / Partially under ground / Ground Level Reservoir of20 KL capacity as perrelevant I.S. standard sandconstructingthesame, including excavationinalltypesofsoilstrata (including rock) including shoringstruttingifrequired,forloosesoil/toprotectfromcollapse\n,casting100mmthickP.C.C.levellingcourseinM- 15, Refilling the pit with proper soil and disposing of the surplus stuff at all lead. Including cement plaster in CM 1:2 with approved water proofing compound to all over inside container (i.e.walls,base,topslab/ domebottometc.all). Includingall types of labour and material charges of lowering, laying, erecting / hosting and jointing of pipe assembly to inlet, outlet overflow, washout and bye pass arrangement as per hydraulic design. Providing and fixing accessories, CI Manhole frame and cover, water level indicator, adequate cowl type ventilatorsorlanterntypeventilator withstainlesssteeljali. Aluminium ladder to provide access inside the tank. RCCchambersforvalves. Providing and applying threecoats of cementpaint/ snowcem to the outside faceofstructure. Italso includessatisfactorywater tightness test as per relevant I.S. code and painting name of scheme and capacity on the tank as per direction of engineer in charge. USOR. Item.no.26.2.1-P.no. 239 20000 Liter
42 42 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. \nCement Mortar 1:6 (1 cement : 6 sand) USOR Item no.16.29 c iv/168 8.24 Cum
43 43 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.PHE USOR Item no.16.26a (i )/167 \n 308.51 Kg
44 44 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 : PHE USOR Item no.16.25a(i )/167 M-20 (Nominal Mix 1:1.5:3) \n 2.62 Cum
45 45 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 Columns, pillars, piers, Abutments, posts and Struts. PHE USOR Item no.16.31 v /170 .PHE USOR Item no.16.31 ii/170 11.52 Sqm
46 46 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 Suspended floors, roofs, landings, balconies and access platform. USOR Item no.16.31 iii /170 12.72 Sqm
47 47 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 Lintels, beams , plinth beams, girders, bressumers and cantilevers. USOR Item no.16.31 iv /170 7.43 Sqm
48 48 Structural steel work riveted, bolted or welded in built-up section trusses and framed work i/c cutting /hoisting /fixing in position and applying a priming coat of approved steel primer all complete PHE. USOR Item no.16.26c/ 167\n\n\n 65 Kg
49 49 Providing and fixing 1mm thick M.S. sheet door shutters with frame and diagonal braces of 40x40x6 mm angle iron, 3mm M.S. gusset plates at the junctions and corners i/c all necessary fittings complete including applying a priming coat of approved steel primer. with diagonal braces and central cross pieces of M.S. angle / flats as required. USOR Item no.16.27/ 167\n\n\n\n\n\n 3.3 sqr
50 50 12mm thick cement plaster in single coat including finishing even, smooth and curing complete. : PHEUSOR Item no.16.30a iii/169 1:4 (1 cement : 4 sand) \n \n 82.43 Sqm
51 51 White washing with lime to give an even shade :New work ( three or more coats ) USOR Item no.16.40 i/171 82.43 Sqm
52 52 Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). PHEUSOR Item no.16.43 i/171 82.43 Sqm
53 53 11 KV line on 140 kg. 8.0 Mtrs. long PCC Poles with rabbit conductor average span of 70 mtr. in rural area. (Schedule Ref. C-1.2 of MPMKVVCL for SOR) 0.2 Km
54 54 11 KV D.P. Structures on 140 kg. 8.0 mtr. long PCC poles for tapping DP. (Schedule Ref. C-6.2 of MPMKVVCL for SOR) 1 Each
55 55 11 KV D.P. Structures on 140 kg. 8.0 mtr. long PCC poles for straight line. (Schedule Ref. C-6.1 of MPMKVVCL for SOR) 1 Each
56 56 11 KV T.P. Structures on PCC poles. (Schedule Ref. C-9.2 of MPMKVVCL for SOR) 1 Each
57 57 L.T. Line 1 phase 3 wire on PCC support using Aerail Bunched XLPE cable with maximum span of 50 Meter. (Schedule Ref. D-3.2 of MPMKVVCL for SOR) 2 x 35+ 1 x 16 sq. mm (Insulated nuetral massenger) 0.2 Km
58 58 11/0.4 KV out-door type transformer sub-station. (Schedule Ref. E-1.2 of MPMKVVCL for SOR) 25 KVA on 140 kg. 8.0 meter long PCC Pole 1 Each
59 59 Quarterly amount for Operation & Maintenance of Water Supply Scheme after successful trial-run and commissioning of entire scheme for 2 years 8 quarterly
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