Renovation Of Non-Functional Pwss Of Different Villages Renovation Of Non-Functional Piped Water Supply Schemes Of Different Villages ( As Per Requirement ) Of Block - Depalpur , District - Indore Including 10 Days Trial Run And 30 Days Operation And
Tender Value
17.61 Lakhs
Estimated cost
Bid Submission
29 Jun 2020
0 days left
EMD
35236
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Depalpur → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Renovation Of Non-Functional Pwss Of Different Villages Renovation Of Non-Functional Piped Water Supply Schemes Of Different Villages ( As Per Requirement ) Of Block - Depalpur , District - Indore Including 10 Days Trial Run And 30 Days Operation And Maintenance
BOQ
| Name of Work: Renovation of Non-functional Piped Water Supply Schemes of different villages (as per requirement) of Block -Depalpur, District - Indore including 10 days Trial Run and 30 days Operation and Maintenance. | |||||
|---|---|---|---|---|---|
| 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) PHE USOR. Item.no.16.15.1-P.no.165 | 30 | Cum | |
| 2 | 2 | Earth work in Excavationby 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. Al Kind of Soil. PHE USOR. Item.no. 16.6 (a) -P.no.165 | 590 | 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. PHE USOR. Item.no.16.5(a)-P.no.164 | 190 | 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), 90 mm dia HDPE 6 Kg/cm² , PHE USOR.Item.no. 9.1 -P.no.101 | 1700 | 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 6 Kg/cm² PHE USOR.Item.no. 9.1 -P.no.122 | 200 | Mtr | |
| 6 | 6 | 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 10 Kg/cm² PHE USOR.Item.no. 9.1 -P.no.101 | 50 | Mtr | |
| 7 | 7 | 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. HDPE pipes of any class 90 mm outer dia. (PHE USOR No 16.3 page 164) | 200 | Mtr | |
| 8 | 8 | Providing and laying HDPE Bend 90º confirming to IS specifications. 90 mm - 6 Kg / cm² PHE USOR.Item.no.9.2 -P.no.101. | 8 | Each | |
| 9 | 9 | Providing and laying HDPE Bend 90º confirming to IS specifications. 110 mm - 6 Kg / cm² , PHE USOR.Item.no.9.2 -P.no.101. | 2 | Each | |
| 10 | 10 | Providing and laying HDPE Bend 90º confirming to IS specifications.160 mm - 6 Kg / cm² PHE USOR.Item.no.9.2 -P.no.102. | 2 | Each | |
| 11 | 11 | Providing and laying HDPE Bend 90º confirming to IS specifications.110 mm - 10 Kg / cm² PHE USOR.Item.no.9.2 -P.no.101. . | 3 | Each | |
| 12 | 12 | Providing and laying HDPE Bend 45º confirming to IS specifications. 90 mm - 6 Kg / cm², PHE USOR.Item.no.9.3 -P.no.102. | 2 | Each | |
| 13 | 13 | Providing and laying HDPE Bend 45º confirming to IS specifications. 110 mm - 6 Kg / cm² PHE USOR.Item.no.9.3 -P.no.102. | 2 | Each | |
| 14 | 14 | Providing and laying HDPE Bend 45º confirming to IS specifications. 110 mm - 10 Kg / cm² PHE USOR.Item.no.9.3 -P.no.102. | 1 | Each | |
| 15 | 15 | Providing and laying Equal HDPE Tee confirming to IS specification , 90 mm - 6 Kg / cm² PHE USOR Item.no.9.4 -P.no.102. | 9 | Each | |
| 16 | 16 | Providing and laying Equal HDPE Tee confirming to IS specification, 110 mm - 6 Kg / cm² PHE USOR Item.no.9.4 -P.no.102. | 2 | Each | |
| 17 | 17 | Providing and laying Equal HDPE Tee confirming to IS specification, 160 mm - 6 Kg / cm² PHE USOR Item.no.9.4 -P.no.102. | 2 | Each | |
| 18 | 18 | Providing and laying Equal HDPE Tee confirming to IS specification, 110 mm - 10 Kg / cm² , PHE USOR Item.no.9.4 -P.no.102 | 3 | Each | |
| 19 | 19 | Providing and laying HDPE Reducer: confirming to IS specifications. 110 mm 6 Kg / cm² PHE USOR Item.no. 9.6 -P.no.103 | 2 | Each | |
| 20 | 20 | Providing and laying HDPE Reducer: confirming to IS specifications. 160 mm 6 Kg / cm² PHE USOR Item.no. 9.6 -P.no.103 | 2 | Each | |
| 21 | 21 | Providing and laying HDPE End Cap confirming to IS specifications. 90 mm 6 Kg / cm² PHE USOR Item.no. 9.8 -P.no.103 | 15 | Each | |
| 22 | 22 | Providing and laying HDPE End Cap confirming to IS specifications. 110 mm 6 Kg / cm² PHE USOR Item.no. 9.8 -P.no.103 | 2 | Each | |
| 23 | 23 | Providing and laying including testing Pipe end confirming to IS specification. 90 mm - 6 Kg / cm², PHE USOR Item.no. 9.5 -P.no. 102 | 12 | Each | |
| 24 | 24 | Providing and laying including testing Pipe end confirming to IS specification. 110 mm - 6 Kg / cm², PHE USOR Item.no. 9.5 -P.no. 102 | 2 | Each | |
| 25 | 25 | Providing and laying including testing Pipe end confirming to IS specification. 160 mm - 6 Kg / cm², PHE USOR Item.no. 9.5 -P.no. 102 | 2 | Each | |
| 26 | 26 | Providing and laying including testing Pipe end confirming to IS specification. 110 mm - 10 Kg / cm², PHE USOR Item.no. 9.5 -P.no. 102 | 6 | Each | |
| 27 | 27 | Providing and fixing G. I. threaded Flange in G.I. Pipe line i/c cutting threading testing etc. complete (New work) confirming to IS 1879,80 mm dia , PHE USOR Item.no. 6.41 -P.no.87 | 4 | Each | |
| 28 | 28 | Providing and fixing G. I. threaded Flange in G.I. Pipe line i/c cutting threading testing etc. complete (New work) confirming to IS 1879, 100 mm dia, PHE USOR Item.no. 6.41 -P.no.87 | 2 | Each | |
| 29 | 29 | Providing and fixing G. I. threaded Flange in G.I. Pipe line i/c cutting threading testing etc. complete (New work) confirming to IS 1879 , 150 mm dia, PHE USOR Item.no. 6.41 -P.no.87 | 2 | Each | |
| 30 | 30 | 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, PHE USOR Item.no.9.14.1 -P.no.107 | 1 | Each | |
| 31 | 31 | 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, PHE USOR Item.no.9.14.1 -P.no.107 | 1 | Each | |
| 32 | 32 | 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, PHE USOR Item.no.9.14.2 -P.no.107 | 1 | Each | |
| 33 | 33 | 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, PHE USOR Item.no.9.14.2 -P.no.107 | 1 | Each | |
| 34 | 34 | 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.,90mm, PHE USOR Item.no.9.14.3 -P.no.107 | 1 | Each | |
| 35 | 35 | 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, PHE USOR Item.no.9.14.3 -P.no.104 | 1 | Each | |
| 36 | 36 | 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 Reducer110 x 90mm PHE USOR Item.no.9.14.4.13 -P.no.108 | 1 | Each | |
| 37 | 37 | 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 12.5 rated to central, state & municipal, inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete. Electo Fusion Tapping Ferrule Saddle 110mmX20mm /110mmX25mm & 90mmx20mm / 90x25mm PHE USOR Item.no.9.10.1.14, 9.10.1.15,9.10.1.8, 9.10.1.9 Page No.104 | 1 | Each | |
| 38 | 38 | 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 12.5 rated to central, state & municipal, inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete. Electo Fusion Tapping Ferrule Saddle 110mmX32mm/110mmX40mm & 90mmx32mm / 90x40mm PHE USOR Item.no.9.10.1.16,1.17,1.10 & 1.11-P.no.104 | 1 | Each | |
| 39 | 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) ,100 mm dia, PHE USOR Item.no.3.38a -P.no 43 | 3 | Each | |
| 40 | 40 | 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 1.6 PHE USOR Item no. 4.41 page 65 | 4 | Each | |
| 41 | 41 | 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 1.6 PHE USOR Item no. 4.41 page 65 | 1 | Each | |
| 42 | 42 | 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, 150 mm PN 1.6 PHE USOR Item no. 4.41 page 65 | 1 | Each | |
| 43 | 43 | 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) PHE USOR Item.no.10.2 -P.no 116 | 25 | Kgs | |
| 44 | 44 | 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. PHE USOR. Item.no. 16.10b -P.no 165 | 810 | Cum | |
| 45 | 45 | 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 :13095-1991,25mm dia PN 1.6 PHE USOR. Item no. 3.38 -P.no 44 | 1 | Each | |
| 46 | 46 | Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 20mm nominal size graded stone aggregate) M-10 PHE USOR. Item.no.16.24a.i.-P.no. 166 | 10 | cum | |
| 47 | 47 | Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 20 mm nominal sizegraded stone aggregate) M-15 PHE USOR. Item.no.16.24a.ii.-P.no. 166 | 10 | cum | |
| 48 | 48 | 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.-P.no. 167 | 20 | kg | |
| 49 | 49 | Construciton of Brick masonary valve chamber with 10 cm thick M-10 PCC i/c 20 cm thick wall in 1:6 CM with thick 1:4 Cement Plaster. Inside Dimentions 110x80x100cm M-20 RCC chamber cover size 130x100 cm 10 cm thick.as per aproved specification. PHE USOR. Item.no.16.45 -P.no. 171 | 8 | No | |
| 50 | 50 | 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 | 2 | Each | |
| 51 | 51 | 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) PHE USOR. Item.no.17.11.-P.no. 178 | 1 | Each | |
| 52 | 52 | Provision for Jointing of TW to Rising Main with cost of material / Specials such as GI Union /CI Flange, GI Reducer,50 mm NRV, UPVC MTA,FTA etc as per requirement of Site i/c cost of labour etc complete.as per approved specification and as directed by engineer incharge. PHE USOR. Item.no.17.16-P.no. 180 | 3 | Job | |
| 53 | 53 | Provision for Jointing of Rising Main to Sumpwell/ OHT and OHT to Distribution Pipe Line with cost of material / Specials such as Bends,MTA,FTA,Tee,flange,etc as per requirement of Site with excavation , labour as per requirement complete.as per approved specification and as directed by engineer incharge. PHE USOR. Item.no.17.17-P.no. 180 | 3 | Job | |
| 54 | 54 | Providing and making Consumer Service Connection (House Hold Connection) on CI/DI/GI pipe including all labour, and material such as connection clamp, barss ferrule(not less then 100gm), elbow, sockets, union 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 xcavation, cutting of road if required, refilling the trenches and restoration of road with 1:1.5:3 CC construction of Platform and grouting of For Connection with GI Pipe and road crossing is not required.(Disti.pipe line is on the\nsame side of house.) USOR. Item.no.17.13(d-iii)-P.no. 180 | 50 | no. | |
| 55 | 55 | Providing and making Consumer Service Connection (House Hold Connection) on CI/DI/GI pipe including all labour, and material such as connection clamp, barss ferrule(not less then 100gm), elbow, sockets, union 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 xcavation, cutting of road if required, refilling the trenches and restoration of road with 1:1.5:3 CC construction of Platform and grouting of For connection with GI pipe upto 5 mtr and road crossing is necessary. USOR. Item.no.17.13(d-i)-P.no. 180 | 25 | No | |
| 56 | 56 | Providing and making Consumer Service Connection (House Hold Connection) on CI/DI/GI pipe including all labour, and material such as connection clamp, barss ferrule(not less then 100gm), elbow, sockets, union 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 xcavation, cutting of road if required, refilling the trenches and restoration of road with 1:1.5:3 CC construction of Platform and grouting of For Connection with GI Pipe 5 mtr to 10 mtr and concrete road crossing is necessary.. USOR. Item.no.17.13(d-ii)-P.no. 180 | 25 | No | |
| 57 | 57 | Deduct from above item no (a) to (d) if platform\nand parapet is not made. USOR. Item.no.17.13(e)-P.no. 180 | 20 | Each | |
| 58 | 58 | Deduct from above item no (a) to (d) if grouting\nis post not done. USOR. Item.no.17.13(f)-P.no. 180 | 20 | Each | |
| 59 | 59 | Providing and installation of sensor based auto cutoff system for dry run condition of submerssible pump.as per approved specification and as directed by engineer incharge. PHE USOR. Item.no.17.18-P.no. 181 | 1 | No | |
| 60 | 60 | 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, PHE USOR. Item.no.24.15.102-P.no. 213 | 50 | mtr | |
| 61 | 61 | 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. .Above 7.5 HP to 12.5 HP - Depth up to 150 mtr. PHE USOR Item.no.24.13.4 (ii)-P.no. 207 | 2 | Nos. | |
| 62 | 62 | Labour only for taking out of three phase submersible pumping set from the tube well with pipe line assembly, electrical cable, testing etc. complete including disconnecting the electrical cable from pump & starter .Above 7.5 HP to 12.5 HP - Depth up to 150 mtr. PHE USOR. Item.no.24.13.3 (ii)-P.no. 207 | 2 | Nos. | |
| 63 | 63 | 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 M Class, PHE USOR. Item.no.6.1-P.no. 77 | 120 | R Mtr | |
| 64 | 64 | 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, 65 mm dia M Class, PHE USOR. Item.no.6.1-P.no. 77 | 6 | R Mtr | |
| 65 | 65 | 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 dia M Class, PHE USOR. Item.no.6.1-P.no. 77 | 6 | R Mtr | |
| 66 | 66 | Supplying & Installation of Energy efficiant five star BEErating 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, flat cable, single phase preventer, connections, including clamps, bore cap etc. as required as per specifications but excluding pipe and connection cable. Energy efficient ISI mark three phase submersible pump for 150 mm dia borewell. 180 m head, discharge LPM 150, 5 star rating.\nEfficiency 45.90, 46 and 46.20 percent with control panel flat cable.PHE USOR. Item.no.24.15.111(xxxii)-P.no. 216 | 2 | No | |
| 67 | 67 | Supplying & Installation of Five star BEE rating ISI\nMarked 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, PHE USOR. Item.no.24.15.111(i)-P.no. 217 | 1 | No | |
| 68 | 68 | 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 , 2018-19 SOR) | 0.2 | Km | |
| 69 | 69 | 11 KV D.P. Structures on 140 kg. 8.0 mtr. long PCC poles for tapping DP. (Schedule Ref. C-5.2 of MPMKVVCL, 2018-19 SOR) | 1 | Each | |
| 70 | 70 | 11 KV D.P. Structures on 140 kg. 8.0 mtr. long PCC poles for straight line. (Schedule Ref. C-5.1 of MPMKVVCL, 2018-19 SOR) | 1 | Each | |
| 71 | 71 | 11 KV Tapping D.P.Structure on on H-Beams 152 X 152 mm., 37.1 Kg./mtr 13 Mtr. Long (Schedule Ref. C-6.5 of MPMKVVCL , 2018-19 SOR) | 1 | Each | |
| 72 | 72 | L.T. Line 1 phase 3 wire on PCC support using Aerail Bunched XLPE cable with maximum span of 50 Meter. 2 x 35+ 1 x 16 sq. mm (Insulated nuetral massenger)(Schedule Ref. D-3.2 of MPMKVVCL , 2018-19 SOR) | 0.2 | Km | |
| 73 | 73 | 11/0.4 KV out-door type transformer sub-station. 25 KVA on 140 kg. 8.0 meter long PCC Pole(Schedule Ref. E-1.2 of MPMKVVCL, 2018-19 SOR) | 1 | Each |
AI Tender Summary
Tender Timeline
Jun 15, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJun 29, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 30, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
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