Rurban Pwss Khodri Design And Construction Of Rurban Pwss At Village Mohanpur ( Khodari ) Block- Pandhana Distt . - Khandwa ( M . P . ) , Based On Tube Well Source Including Installation Of Electric Submersible Water Motor Pump , Construction Of 20
Tender Value
43.30 Lakhs
Estimated cost
Bid Submission
08 Aug 2020
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
5000
Non-refundable
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Online
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Organization
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Competition Type
NCB
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Tender
Location / State
PANDHANA → Madhya Pradesh
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Not Available
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Project Description
Rurban Pwss Khodri Design And Construction Of Rurban Pwss At Village Mohanpur ( Khodari ) Block- Pandhana Distt . - Khandwa ( M . P . ) , Based On Tube Well Source Including Installation Of Electric Submersible Water Motor Pump , Construction Of 20 Kl R . C . C Sump Well , Cons
BOQ
| Name of Work:Design and Construction of RURBAN PWSS at Village – MOHANPURA (KHODARI) Block- Pandhana Distt.- Khandwa (M.P.), based on Tube Well source including installation of electric submersible water motor pump, construction of 20 KL R.C.C Sump well , construction of 50 KL R.C.C. OHT 12 Mtr. staging, laying & jointing of rising main, feeder main and distribution pipe line system, household tap connections, construction of pump house and electric power connections at sump well including cost of all material & labour with 45 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 | Laying and Jointing PVC Pipe. Heading | |||
| 2 | 1.01 | 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 ) | 1 | 37.5 | Cum |
| 3 | 1.02 | 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 10sqm 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\n | 2 | 600 | Cum |
| 4 | 1.03 | 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. | 3 | 400 | Cum |
| 5 | 1.04 | Providing, laying and jointing 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 including cost of rubber gasket.\n100 MM | 4 | 500 | Rm |
| 6 | 1.05 | Providing laying and jointing of following galvanized Iron (MS) Pipes with specials (such as bends, elbows, tees etc) class\nlight, medium & heavy including testing of joints, cost of pipes, specials and jointing materials all complete. Pipes and sockets\nconforming to IS-1239/2011 Part- II\n50 mm Dia Class Medium () | 5 | 214 | Rm |
| 7 | 1.06 | 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) 110 mm Diameter | 6 | 500 | Rm |
| 8 | 1.07 | 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) 90 mm Diameter | 7 | 900 | Rm |
| 9 | 1.08 | Providing and Laying including testing Ductile Iron Double Socket 90° Bends conforming to IS- 9523/2000 having dimension as per table 15 of IS-\n9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining. 100mm | 8 | 6 | Nos |
| 10 | 1.09 | 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\nwith external bitumen coating and internal cement mortar lining.\n100 MM \n | 9 | 4 | Nos |
| 11 | 1.1 | Providing and Laying including testing Ductile Iron Double Socket branch flange Tee conforming to IS-9523/2000 having dimension as per table 21 of IS-9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as\nper clause 13 of IS-9523/2000.\n100mmx80 mm | 10 | 1 | Nos |
| 12 | 1.11 | For Valves and Specials (For HDPE Pipes) Providing and laying following 90 degree Bend conforming to IS specification of preasure 6 Kg /sq. cm\n110 mm dia. | 11 | 6 | Nos. |
| 13 | 1.12 | For Valves and Specials (For HDPE Pipes) Providing and laying following 90 degree Bend conforming to IS specification of preasure 6 Kg /sq. cm\n90 mm dia. | 12 | 20 | Nos. |
| 14 | 1.13 | Providing and laying following 45 degree Bend conforming to IS specification of preasure 6 Kg /sq. cm\n110 mm dia. | 13 | 4 | Nos. |
| 15 | 1.14 | Providing and laying following 45 degree Bend conforming to IS specification of preasure 6 Kg /sq. cm\n90 mm dia. | 14 | 10 | Nos. |
| 16 | 1.15 | Providing and laying following equal Tee confirming to IS specification of preasure 6 Kg /sq. cm \n110 mm dia. | 15 | 2 | Nos |
| 17 | 1.16 | Providing and laying following equal Tee confirming to IS specification of preasure 6 Kg /sq. cm \n90 mm dia. | 16 | 8 | Nos |
| 18 | 1.17 | Providing and laying Pipe end conforming to IS specification of preasure 6 Kg /sq. cm 110 mm dia. | 17 | 2 | Nos. |
| 19 | 1.18 | Providing and laying Pipe end conforming to IS specification of preasure 6 Kg /sq. cm 90 mm dia. | 18 | 4 | Nos. |
| 20 | 1.19 | Providing and laying including testing Reducer: confirming to IS specifications.6 kg/cm 110 mm | 19 | 1 | Nos |
| 21 | 1.2 | Providing and laying including testing End Cap confirming to IS specifications. 6 g/cm 90 mm dia | 20 | 10 | Nos |
| 22 | 1.21 | Providing and fixing G. I. Union in G.I. Pipe line i/c cutting threading testing etc. complete (Old work) confirming to IS 1879 80 mm dia | 21 | 5 | Nos |
| 23 | 1.22 | Providing and fixing G. I. Union in G.I. Pipe line i/c cutting threading testing etc. complete (Old work) confirming to IS 1879 50 mm dia | 22 | 5 | Nos |
| 24 | 1.23 | Providing and fixing G. I. socket in G.I. Pipe line i/c cutting threading testing etc. complete (Old work) confirming to IS 1879 80 mm dia | 23 | 15 | Nos |
| 25 | 1.24 | Providing and fixing G. I. socket in G.I. Pipe line i/c cutting threading testing etc. complete (Old work) confirming to IS 1879 50 mm dia | 24 | 15 | Nos |
| 26 | 1.25 | Providing and fixing G. I. Tee in G.I. Pipe line i/c cutting threading testing etc. complete (Old work) confirming to IS 1879 80 mm dia | 25 | 2 | Nos |
| 27 | 1.26 | Providing and fixing G. I. Tee in G.I. Pipe line i/c cutting threading testing etc. complete (Old work) confirming to IS 1879 50 mm dia | 26 | 2 | Nos |
| 28 | 1.27 | Providing and fixing G. I. Elbow in G.I. Pipe line i/c cutting threading testing etc.\ncomplete (Old work) confirming to IS 1879 80 mm dia | 27 | 15 | Nos |
| 29 | 1.28 | Providing and fixing G. I. Elbow in G.I. Pipe line i/c cutting threading testing etc.\ncomplete (Old work) confirming to IS 1879 50 mm dia | 28 | 10 | Nos |
| 30 | 1.29 | Providing and fixing G. I. Nipple of minimum length in G.I. Pipe line i/c cutting, threading, testing and carriage etc. complete (Old work) confirming to IS 1879 80 mm dia | 29 | 10 | Nos |
| 31 | 1.3 | Providing and fixing G. I. Nipple of minimum length in G.I. Pipe line i/c cutting, threading, testing and carriage etc. complete (Old work) confirming to IS 1879 50 mm dia | 30 | 9 | Nos |
| 32 | 1.31 | Providing and fixing G. I. Barrel Nipple (reducer) in G.I. Pipe line i/c cutting threading testing etc. complete (Old work) confirming to IS 1879 80 mm dia | 31 | 4 | Nos |
| 33 | 1.32 | Providing & Supply of Electro Fusion\nFittings in accordance with BS EN\n12201 : Part-3 suitable for drinking\nwater with in black/blue color\nmanufactured from compounded\nPE80/PE100 virgin polymer and\ncompatible with PE80/PE100 pipes, in\npressure rated SDR 11 with min PN\n12.5 rated for water application and\nshall be inclusive of all cost such as\ntesting, inspection charges,\ntransportation up to site, transit\ninsurance, loading, unloading, stacking\netc. complete. electro fusion coupler 110 mm | 32 | 10 | Nos |
| 34 | 1.33 | Providing & Supply of Electro Fusion\nFittings in accordance with BS EN\n12201 : Part-3 suitable for drinking\nwater with in black/blue color\nmanufactured from compounded\nPE80/PE100 virgin polymer and\ncompatible with PE80/PE100 pipes, in\npressure rated SDR 11 with min PN\n12.5 rated for water application and\nshall be inclusive of all cost such as\ntesting, inspection charges,\ntransportation up to site, transit\ninsurance, loading, unloading, stacking\netc. complete. electro fusion coupler 90 mm | 33 | 10 | Nos |
| 35 | 1.34 | 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) including testing 90 mm Diameter\n110 mm Diameter | 34 | 30 | Nos |
| 36 | 1.35 | 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) including testing 90 mm Diameter\n90 mm Diameter | 35 | 60 | Nos |
| 37 | 1.36 | Providing and laying in position including testing following cast iron flanged spigot (tail piece) IS 1538 100 mm dia | 36 | 4 | Nos |
| 38 | 1.37 | Providing and laying in position including testing following cast iron flanged spigot (tail piece) IS 1538 80 mm dia | 37 | 12 | Nos |
| 39 | 1.38 | Providing detachable joints to following asbestos cement pressure pipes and fittings including C.I. detachable joints confirming to IS/8794/1988 with bolts, nuts and rubber rings confirming to IS- 5382/85\n& IS- 10292/88 manufactured by mazza process including testing class 15 100 mm dia | 38 | 4 | Nos |
| 40 | 1.39 | Providing detachable joints to following asbestos cement pressure pipes and fittings including C.I. detachable joints confirming to IS/8794/1988 with bolts, nuts and rubber rings confirming to IS- 5382/85\n& IS- 10292/88 manufactured by mazza process including testing class 15 900 mm dia | 39 | 12 | Nos |
| 41 | 1.4 | 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 | 40 | 2 | Nos |
| 42 | 1.41 | Providing and fixing of following cast iron D/F single door reflux (nan return) valve including jointing and testing with cast of jointing materials such as bolts, nuts and rubber insertion sheet etc. All complete. As per IS 5312 part 1 50 mm dia. | 41 | 1 | Nos |
| 43 | 1.42 | Providing and fixing of following cast iron sluice valve as per IS-14846-2000 fitted with cast iron cap including jointing and testing with cast iron jointing materials such as bolts, nuts and rubber insertion sheetetc. All complete\n80 mm dia.PN 1.6 | 42 | 2 | Nos |
| 44 | 1.43 | Providing and fixing of following cast iron sluice valve as per IS-14846-2000 fitted with cast iron cap including jointing and testing with cast iron jointing materials such as bolts, nuts and rubber insertion sheetetc. All complete\n100 mm dia.PN 1.6 | 43 | 6 | Nos |
| 45 | 1.44 | 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.\n | 44 | 1090 | Cum |
| 46 | 1.45 | Supplying and laying of submersible flat cable ISI marked 3 core copper wire of suitable size with proper clamping of approved make. 6.0 Sq.mm. | 45 | 222 | Rm |
| 47 | 1.46 | Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering.In Plinth & foundation 1:2:4 (M-15) | 46 | 37.5 | Cum |
| 48 | 1.47 | 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. | 47 | 1 | Nos |
| 49 | 1.48 | Provision for jointing of Rising main to\nsupmp well/OHT and OHT to\nDistribution pipe line with cost of\nmaterial/specials such as Bends, MTA\nas per rerquirement of site i/c cost of\nlabour with excavation, labour as per\nrequirement complete as per approved\nspecification and as directed by\nEngineer in charge. | 48 | 1 | Nos |
| 50 | 1.49 | 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) | 49 | 1 | No |
| 51 | 1.5 | 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 in Charge. | 50 | 1 | Each |
| 52 | 1.51 | Construction of Brick masonary 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 M-20 RCC chamber cover size 130x100cmx120cm including cost of materials, labour etc. complete. | 51 | 8 | Each |
| 53 | 1.52 | Supply & erection of readymade mini pump house (control panel box) GI sheet of 18 gauge of size 90cmx90cmx60cm with 40x40x5 mm angle Iron frame to fix it 200 mm 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\netc. as per approved specification. | 52 | 1 | Each |
| 54 | 1.53 | House hold connection with 15mm S.S.tap\nincluding earth work in excavaton for pipe\ntrench in all kinds of soil & W.B.M. in\nareas with demolishing cement concrete\nroad and reconstruction of same good with\nproviding and fixing 15mm G.M./ brass\nferrule 90x15mm MS/ PVC Clamp in main\nline, 15mm dia G.I. pipe from main pipe\nline to house of consumer up to 5 to 10\nmeter long as per site condition i/c specials such as G.I. Bends, elbows, tees,union etc.with all other work pertaining to job completed, as per approved specification and as directed by Engineer incharge | 53 | 100 | Nos |
| 55 | 1.54 | Provision for inter connection of old to\nnew pipe line with excavation of trench\nas per requirement/ repairing of\nleakage of pipe line of any diameter &\ntype of pipe line in muddy area i/c\nsearching of leakage point, dewetering\nthe trench, repairing the leakage laying\n& jointing of pipe and specials, back\nfilling the trench i/c testing of joints\ncost of labour & specials such as Djoints\ncouplers, solvent cement etc.\ncomplete Job work as per approved\nspecification and as directed by\nEngineer in charge. 110 mm | 54 | 2 | Nos |
| 56 | 1.55 | 90 mm | 55 | 2 | Nos |
| 57 | 1.56 | Design Construction Testing and commissioning of RCC OHT of 50 KL capacity over 12 m. staging at Mohanpur(Khodari) village Khandwa district of M.P. including providing and fixing of double flanged C.I. pipes for inlet , out let ,scour and over flow delivering up to 2.5 mawahy from RCC outer column of reservoir , C.I. double flanged heavy duty specials and duck bands confirming to IS 1538:1993 and C.I. double flanged ISI marked sluice valve (class ii) etc. and providing and fixing of all accessories such as lighting conductor ,water level indicator RCC stair for GL to FTL steel ladder for bolconey to roof and alluminium ladder roof to inside floor leve to tank ventilating cowls manhole cover with fram G.I. pipe ralling with RCC post for stair and bolconey all complete as per detailed specifications complete. | 56 | 50 | KL |
| 58 | 1.57 | Design Construction Testing and commissioning of under ground RCC water sump well of 20 kilo litres capacity along with Brick Masonary pumphouse above the Sump fwell. | 57 | 20 | KL |
| 59 | 1.58 | Supplying & Installation of Energy efficiant five star BEE rating ISI Marked required capacity of Three Phase, 50 Hz,\n415V, 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. Over 2 Nos Tube Well Source (10 H.P. with 20 stages, Head Mt. 184-80 Discharge LPM 60-270) | 58 | 2 | Nos |
| 60 | 1.59 | 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. At sump well 1 Number and One for stand by (3.0 H.P. Head Mt.15-24, Discharge LPM 615-195) | 59 | 1 | Each |
| 61 | 1.6 | Water Disinfection System as approved by NEERI. Argentum oligodynamic based water purifier capacity 17,000LPH. | 60 | 1 | Nos |
| 62 | 1.61 | (BOUNDRY WALL and MS GATE)\nSchedule of Rates for Building works in force from August 1 2014 Issued by - PROJECT DIRECTOR, Public Works Department (P.I.U.), M.P. Bhopal (Rate of USOR Items reduced by 10 % as per ENC PHED Orders) | 61 | ||
| 63 | 1.62 | 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 | 62 | 29.76 | cum |
| 64 | 1.63 | 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 | 63 | 7.44 | cum |
| 65 | 1.64 | 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) | 64 | ||
| 66 | 1.65 | For Footing 10 mm dia bars | 65 | 45.312 | KG |
| 67 | 1.66 | for beam\nbottom 12 mm dia bar | 66 | 239.224 | KG |
| 68 | 1.67 | for beam\ntop 10 mm dia bar | 67 | 70.338 | KG |
| 69 | 1.68 | for beam\nstirups 8 mm dia bar | 68 | 127.764 | KG |
| 70 | 1.69 | for Column\nmain bars 12 mm dia bar | 69 | 279.414 | KG |
| 71 | 1.7 | for Column\nstirups 8 mm dia bar | 70 | 115.292 | KG |
| 72 | 1.71 | 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. | 71 | ||
| 73 | 1.72 | Beam Bottom | 72 | 10.488 | SQM |
| 74 | 1.73 | side | 73 | 34.2 | SQM |
| 75 | 1.74 | 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 Concrete | 74 | ||
| 76 | 1.75 | for beam | 75 | 3.645 | Cum |
| 77 | 1.76 | Footing | 76 | 2.854 | Cum |
| 78 | 1.77 | Footing | 77 | 2.9754 | Cum |
| 79 | 1.78 | Coloum | 78 | 1.092 | Cum |
| 80 | 1.79 | Coloum | 79 | 1.5834 | Cum |
| 81 | 1.8 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, girders, bressumers and cantilevers. | 80 | 10.488 | sqm |
| 82 | 1.81 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for concrete up to plinth level.\nFooting | 81 | 14.88 | Sqm |
| 83 | 1.82 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for concrete up to plinth level.\nColoum | 82 | 20.64 | Sqm |
| 84 | 1.83 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts. | 83 | 27.864 | Sqm |
| 85 | 1.84 | 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 : M 15 - Grade concrete | 84 | 1.0488 | cum |
| 86 | 1.85 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate (M 10) | 85 | 2.48 | cum |
| 87 | 1.86 | 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) | 86 | 14.1588 | cum |
| 88 | 1.87 | 12 mm cement plaster of mix : 1:6 (1 cement : 6 sand) | 87 | 182.4 | Sqm |
| 89 | 1.88 | 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). | 88 | 186.6 | Sqm |
| 90 | 1.89 | 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. | 89 | 27.57 | Sqm |
| 91 | 1.9 | 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. | 90 | 150 | KG |
| 92 | 1.91 | 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. | 91 | 4.5 | Sqm |
| 93 | 1.92 | USOR Issued by Additional Chief Engineer (works) Office of Managing Director (WZ) M.P.P.K.V.V. Co. Ltd. Indore vide his Letter No. MD/WZ/08-03/18617, Dated 11-09-2018 for year 2018-19. Provision for extension of electric power line up to tube well including installation of suitable transformer. (The material to be used and work to be executed shall be as per Schedule Ref. of MPPKVVCL USOR given below in the items. Any decrease or increase in the work/item given in the composit reference schedule item shall be payable according to the actual execution.) | 92 | ||
| 94 | 1.93 | Task No.1\nTask Name - 11 KV TAPPING D.P.STRUCTURE ON PCC POLES | 93 | ||
| 95 | 1.94 | 140 Kg., 8.0 Mtrs. long PCC poles | 94 | 2 | No. |
| 96 | 1.95 | D.C.cross- arm of ISMC channel of 100 X 50X6 mm., suitable for 8' centre | 95 | 2 | Set |
| 97 | 1.96 | Clamps for 140 kg PCC pole (50x6 mm Flat) | 96 | 4 | Set |
| 98 | 1.97 | 11 KV (45KN) 16 mm FRP with 25 mm per KV creepage Disc Insulator Polymer | 97 | 6 | No. |
| 99 | 1.98 | 11KV Strain hard ware fitting | 98 | 6 | No. |
| 100 | 1.99 | 11 KV Pin insulator Polymer Composite (5KN) dia 24 mm. | 99 | 4 | No. |
| 101 | 2 | Horizontal and cross bracing 8' centre | 100 | 2 | Set |
| 102 | 2.01 | Back Clamp sutiable for 140 kg. PCC pole | 101 | 8 | Set |
| 103 | 2.02 | Painted Stay set 16 mm. complete turn buckles | 102 | 4 | Set |
| 104 | 2.03 | Stay wire 7/3.15 mm. (5.5 kg.stay wire per stay set ) | 103 | 22 | Kgs. |
| 105 | 2.04 | Clamps for 140 kg PCC pole (50x6 mm Flat) | 104 | 4 | Set |
| 106 | 2.05 | Stay Insulator | 105 | 4 | No. |
| 107 | 2.06 | Stone Block/Pre cast block for base pedding 450x450x75mm | 106 | 2 | No. |
| 108 | 2.07 | Concreting of PCC pole @0.30 cmt per pole ( with Muffing) | 107 | 1.8 | Cmt. (1:3:6) |
| 109 | 2.08 | Concreting of stay @ 0.2 cmt. per stay | 108 | 1.6 | Cmt. (1:3:6) |
| 110 | 2.09 | Earthing Coil ( coil of 115 turns of 50 mm.dia. and 2.5 Mtrs. lead of 4.0 mm. G.I wire) | 109 | 2 | No. |
| 111 | 2.1 | Earthing for PCC Pole 4.00 mm-8 SWG G.I wire- 0.8 Kg, per pole) | 110 | 3.2 | Kgs. |
| 112 | 2.11 | Red oxide paint | 111 | 1.2 | Ltr. |
| 113 | 2.12 | Aluminium paint | 112 | 1.2 | Ltr. |
| 114 | 2.13 | Anti climbing devices | 113 | 4 | No. |
| 115 | 2.14 | Danger Boards Enamalled Type 11KV | 114 | 2 | No. |
| 116 | 2.15 | M.S.Nuts and Bolts | 115 | 12 | Kg. |
| 117 | 2.16 | Labour charges | 116 | 2 | Per Tapping |
| 118 | 2.17 | Task Name - 11 KV LINE ON PCC Pole Using Rabbit Conductor for One km | 117 | ||
| 119 | 2.18 | 140 Kg., 8.0 Mtrs. long PCC Poles | 118 | 14 | No. |
| 120 | 2.19 | 11 KV 'V' cross-arms angle type (65x65x6 mm angle) | 119 | 14 | No. |
| 121 | 2.2 | Back clamps (50x6 mm flat) for 140 kg PCC Pole | 120 | 28 | No. |
| 122 | 2.21 | 11 KV Top clamps angle type 65x65x6 mm | 121 | 14 | No. |
| 123 | 2.22 | Earthing Coil ( coil of 115 turns of 50 mm.dia. and 2.5 Mtrs. lead of 4.0 mm. G.I wire) | 122 | 14 | No. |
| 124 | 2.23 | 11 KV Pin insulator PolymerComposite ( 5KN) FRP dia 24 mm. | 123 | 42 | No. |
| 125 | 2.24 | AAAC Conductor Rabbit with 3 % Sag | 124 | 3.1 | Km. |
| 126 | 2.25 | Jointing Sleeves suitable for 55 Sq. mm. Al. Eq. AAAC conductor | 125 | 6 | No. |
| 127 | 2.26 | Painted Stay set 16 mm. complete turn buckles | 126 | 6 | Set |
| 128 | 2.27 | Stay wire 7/3, 15 mm. (5.5 kg.stay wire per stay set ) | 127 | 33 | Kgs. |
| 129 | 2.28 | Clamps for 140 kg PCC pole (50x6 mm Flat) | 128 | 6 | Set |
| 130 | 2.29 | Stay Insulator | 129 | 6 | No. |
| 131 | 2.3 | Back filling of poles with boulders. | 130 | 14 | No. |
| 132 | 2.31 | Earthing for PCC Pole 4.00 mm-8 SWG G.I wire- 0.8 Kg, per pole) | 131 | 11.2 | Kgs. |
| 133 | 2.32 | Stone Block/Pre cast block for base pedding 450x450x75mm | 132 | 14 | No. |
| 134 | 2.33 | Concreting of stay @ 0.2 cmt. per stay | 133 | 1.2 | Cmt. (1:3:6) |
| 135 | 2.34 | Red oxide paint | 134 | 0.5 | Ltr. |
| 136 | 2.35 | Aluminium paint | 135 | 0.5 | Ltr. |
| 137 | 2.36 | Anti climbing devices | 136 | 14 | No. |
| 138 | 2.37 | Danger Boards Enamalled Type 11KV | 137 | 14 | No. |
| 139 | 2.38 | Binding wire and tape | 138 | 3 | Kg. |
| 140 | 2.39 | M.S.Nuts and Bolts | 139 | 18 | Kg. |
| 141 | 2.4 | Labour charges | 140 | 1 | per Km. |
| 142 | 2.41 | Task Name - 11/0.4 KV, 25KVA OUT DOOR SUB-STATION (ON PCC POLE ) | 141 | ||
| 143 | 2.42 | DTR 11/0.4 KV 3-Star rated Conventional 25KVA | 142 | 2 | No. |
| 144 | 2.43 | 140 Kg., 8.0 M. long PCC poles | 143 | 4 | No. |
| 145 | 2.44 | D.C.cross-arm of 100 X50 X 6 mm., 8' centre | 144 | 2 | Set |
| 146 | 2.45 | Clamp for 8 Mtr PCC Pole Size-610 mm ,Wt- 1.46 Kg using 50X6 mm Ms Flat | 145 | 4 | Set |
| 147 | 2.46 | 11 KV (45KN) 16 mm FRP with 25 mm per KV creepage Disc Insulator Polymer | 146 | 6 | No. |
| 148 | 2.47 | 11KV Strain hard ware fitting | 147 | 6 | No. |
| 149 | 2.48 | 11 KV D.O. fuse & Lightening Arrestor mounting channel (75X 40 X 6 mm.) | 148 | 2 | Set |
| 150 | 2.49 | Back Clamp for 8 Mtr PCC Pole Size- 448 mm ,Wt- 1.075 Kg using 50X6 mm Ms Flat | 149 | 4 | No. |
| 151 | 2.5 | 11 KV D.O. fuse unit | 150 | 6 | No. |
| 152 | 2.51 | 9 KV Gaples type (5KA) Polymer for DTR | 151 | 6 | No. |
| 153 | 2.52 | 11 KV Lightning arrestors | 152 | 6 | No. |
| 154 | 2.53 | Transformer mounting DC cross-arm 100 X 50 x 6 mm, channel | 153 | 2 | Set |
| 155 | 2.54 | Transformer belting with 50 X 50 X 6 mm.angle with two cross fixing channels | 154 | 2 | Set |
| 156 | 2.55 | Clamp for 8 Mtr PCC Pole Size-610 mm ,Wt- 1.46 Kg using 50X6 mm Ms Flat | 155 | 8 | Set |
| 157 | 2.56 | Stay set 16 mm. Painted complete with turn buckles | 156 | 8 | Set |
| 158 | 2.57 | Stay wire 7/3.15 mm. (5.5 kg.stay wire per stay set ) | 157 | 88 | Kg. |
| 159 | 2.58 | Stay Insulator | 158 | 8 | No. |
| 160 | 2.59 | Clamp for 8 Mtr PCC Pole Size-610 mm ,Wt- 1.46 Kg using 50X6 mm Ms Flat | 159 | 16 | Set |
| 161 | 2.6 | Stone Block/Pre cast block for base pedding 450x450x75mm | 160 | 4 | No. |
| 162 | 2.61 | Concreting of PCC pole @ 0.30 cmt. per pole in M-7.5 (1:3:6) | 161 | 1.2 | Cmt. (1:3:6 |
| 163 | 2.62 | Concreting of Stay @ 0.2 cmt. per stay in M-7.5 (1:3:6) | 162 | 3.2 | Cmt. (1:3:6 |
| 164 | 2.63 | AAA Conductor Rabbit for Jumper | 163 | 0.06 | Km. |
| 165 | 2.64 | Danger Boards Enamalled Type 11KV | 164 | 2 | No. |
| 166 | 2.65 | HT Bi-metallic Clamp for DTR | 165 | 6 | Each |
| 167 | 2.66 | LT Bi-metallic Clamp for DTR 12 mm | 166 | 8 | Each |
| 168 | 2.67 | Earthing set | 167 | 2 | Set |
| 169 | 2.68 | Anti climbing devices (Barbed wire 2.24 mm Dia (14 SWG) (3.5 Kg. wire per pole) | 168 | 4 | No. |
| 170 | 2.69 | Red oxide paint | 169 | 2 | Ltr. |
| 171 | 2.7 | Aluminium paint | 170 | 2 | Ltr. |
| 172 | 2.71 | M.S.Nuts and Bolts | 171 | 28 | Kg. |
| 173 | 2.72 | Meter cum protection box for 16/25 KVA DTR | 172 | 2 | No. |
| 174 | 2.73 | 35 Sq.mm. XLPE insulated Single core Unarmoured cable | 173 | 0.24 | Kilometer |
| 175 | 2.74 | Three phase meter 20-80 Amps.with L.S. & TOD Facility with box | 174 | 2 | No. |
| 176 | 2.75 | Labour charges | 175 | 2 | Per Sub Station |
| 177 | 2.76 | Yearly expenditure amount for Operation and Maintenance of Water Supply Scheme after Successful Trail-Run and commissioning of entire scheme.\n(NOTE: As per MPPHED Govt. Order No. F-16-20/2016/2/34 Dated 14.09.2017) | 176 | 8 | Nos |
AI Tender Summary
Tender Timeline
Jul 31, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedAug 08, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 10, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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