Public Health Engineering Department-PHED has published Survey , Investigation , Design And Construction Of Retrofitting Of Completed Scheme At 1 Village 1 Barjhar Block Chandra Shekhar Azad Nagar Based On Tube Well. Submission Date for this Tender is 02-11-2020. Tube Well Tenders in PHED ALIRAJPUR Madhya Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: Retrofitting Scheme At Village 1 BARJHAR | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Item Description | |||
| 2 | 2 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 m lead as per direction of engineer-in- charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) USOR. Item.no.16.15.1-P.no.209 | 199.8 | Cum | |
| 3 | 3 | Earth work in Excavation for pipe trench in all kinds of soil and WBM in areas including dressing, watering and ramming and disposal of Excavated earth lead upto 50 meters and lift upto 1.5m, disposal earth to be leveled, neatly dressed. USOR. Item.no. 16.4 -P.no.207 (a) | 8016 | Cum | |
| 4 | 4 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. Soft rock with or without blasting or bituminous pavement / cement concrete road In ordinary or Soft rock with or without blasting or bituminous pavement / cement concrete road. Hard rock (requiring blasting.)USOR.Item.no. 16.6-(b) P.no.208 | 5214 | Cum | |
| 5 | 5 | Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. 1:2:4 (M-15) . USOR.Item.no. 16.23-P.no.210 | 19.8 | cum | |
| 6 | 6 | Supplying & Installation of Energy efficiant five star BEE\nrating ISI Marked required capacity of Three Phase, 50 Hz,\n415V, deep well submersible pump Steel body, suitable for\n6"tube well with Control Panel Starter suitable for\nSubmersible pump with dry run protection, single phase\npreventer, connections, including clamps, bore cap etc. as\nrequired as per specifications but excluding pipe and\nconnection cable. 10 H.P. with 20 stages, Head Mt. 184-80 Discharge LPM 60-270 USOR.Item.no. 24.20.106 P.no.267 | 2 | NOS | |
| 7 | 7 | Providing, Laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector of jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jack/Hydraulic Jacks/ Butt fusion machine. (50 mm & above fusion jointed & below 50mm mechanical jointed) USOR.Item.no. 9.1 -P.no.122 90 mm dia HDPE 6 Kg/cm² | 21000 | Mtr | |
| 8 | 8 | 110 mm dia HDPE 6 Kg/cm² | 1400 | Mtr | |
| 9 | 9 | 160 mm dia HDPE 6 Kg/cm² | 300 | Mtr | |
| 10 | 10 | Filling available excavated earth in trenches, plinth sides of foundation in layers not exceeding 20cm. in depth including consolidation of each layer by ramming watering, lead up to 50m and lift up to 1.5m in all kinds of soils. USOR.Item.no.16.10 (a)-P.no. 208 | 1290 | Cum | |
| 11 | 11 | Filling available excavated earth in trenches, plinth Filling available excavated earth in trenches, lead up to\n50m and lift up to 1.5m in all kind of soil excluding\nwatering and ramming.. USOR.Item.no.16.10 (b)-P.no. 208 | 11708.3 | Cum | |
| 12 | 12 | Providing and Laying including testing Ductile Iron Double Socket 90° Bends conforming to IS- 9523/2000 having dimension as per table 15 of IS- 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining. 150mmUSOR.Item.no.4.13 -P.no. 57 | 2 | each | |
| 13 | 13 | Providing and Laying including testing Ductile Iron Double Socket 45° Bends conforming to IS- 9523/2000 having dimension as per table 16 of IS- 9523/2000 in the following nominal diameter/sizes\nwith external bitumen coating and internal cement mortar lining. 150 MMUSOR.Item.no.4.15 -P.no. 58 | 2 | NOS | |
| 14 | 14 | 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 17.19 P 228 | 2 | job | |
| 15 | 15 | Providing and laying including testing Bend 90° confirming to IS\nspecifications. USOR.Item.no.9.2 -P.no.121\n90mm dia 6 kg/sq.cm | 29 | No | |
| 16 | 16 | Providing and laying including testing Bend 90° confirming to IS\nspecifications. USOR.Item.no.9.2 -P.no.121\n110 mm dia 6 kg/sq.cm | 16 | No | |
| 17 | 17 | Providing and laying including testing Bend 90° confirming to IS\nspecifications. USOR.Item.no.9.2 -P.no.121\n160 mm dia 6 kg/sq.cm | 5 | No | |
| 18 | 18 | Providing and laying including testing Bend 90° confirming to IS\nspecifications. USOR.Item.no.9.4 -P.no.123\n90mm dia 6 kg/sq.cm | 4 | each | |
| 19 | 19 | Providing and laying Bend 45 confirming to IS\nspecifications. USOR.Item.no.9.4 -P.no.123\n90mm dia 6 kg/sq.cm | 20 | each | |
| 20 | 20 | Providing and laying Bend 45 confirming to IS\nspecifications. USOR.Item.no.9.4 -P.no.123\n110mm dia 6 kg/sq.cm | 10 | each | |
| 21 | 21 | Providing and laying Bend 45 confirming to IS\nspecifications. USOR.Item.no.9.4 -P.no.123\n160 mm dia 6 kg/sq.cm | 1 | each | |
| 22 | 22 | Providing and laying equal tee confirming to IS\nspecifications. USOR.Item.no.9.4 -P.no.123\n90 mm dia 6 kg/sq.cm | 10 | each | |
| 23 | 23 | Providing and laying equal tee confirming to IS\nspecifications. USOR.Item.no.9.4 -P.no.123\n110 mm dia 6 kg/sq.cm | 8 | each | |
| 24 | 24 | Providing and laying equal tee confirming to IS\nspecifications. USOR.Item.no.9.4 -P.no.123\n160 mm dia 6 kg/sq.cm | 3 | each | |
| 25 | 25 | Providing and laying pipe end confirming to IS\nspecifications. USOR.Item.no.9.5 -P.no.123\n90 mm dia 6 kg/sq.cm | 23 | each | |
| 26 | 26 | Providing and laying pipe end confirming to IS\nspecifications. USOR.Item.no.9.5 -P.no.123\n110 mm dia 6 kg/sq.cm | 8 | each | |
| 27 | 27 | Providing and laying pipe end confirming to IS\nspecifications. USOR.Item.no.9.5 -P.no.123\n160 mm dia 6 kg/sq.cm | 1 | each | |
| 28 | 28 | Providing and laying reducer confirming to IS\nspecifications. USOR.Item.no.9.6 -P.no.124\n90 mm dia 6 kg/sq.cm | 10 | each | |
| 29 | 29 | Providing and laying reducer confirming to IS\nspecifications. USOR.Item.no.9.6 -P.no.124\n110 mm dia 6 kg/sq.cm | 10 | each | |
| 30 | 30 | Providing and laying reducer confirming to IS\nspecifications. USOR.Item.no.9.6 -P.no.124\n160 mm dia 6 kg/sq.cm | 2 | 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\npressure rated SDR 11 with min PN 12.5 rated for water application and shall be inclusive of all cost such as\ntesting, inspection charges, transportation up to site, transit\ninsurance, loading, unloading, stacking etc. complete. SOR.Item.no.9.14 -P.no.129\n90 mm dia 6 kg/sq.cm | 6 | each | |
| 32 | 32 | 110 mm dia 6 kg/sq.cm | 8 | each | |
| 33 | 33 | 160 mm dia 6 kg/sq.cm | 2 | each | |
| 34 | 34 | Providing & fixing of following Cast iron double flanged sluice valves as per I.S.:14846-2000 fitted with cast iron cap\nincluding jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all completeSOR.Item.no.8.1 -P.no.111 80 mm dia (PN1.6) | 14 | each | |
| 35 | 35 | Providing & fixing of following Cast iron double flanged sluice valves as per I.S.:14846-2000 fitted with cast iron cap\nincluding jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all completeSOR.Item.no.8.1 -P.no.111 100 mm dia (PN1.6) | 4 | each | |
| 36 | 36 | Providing & fixing of following Cast iron double flanged sluice valves as per I.S.:14846-2000 fitted with cast iron cap\nincluding jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all completeSOR.Item.no.8.1 -P.no.111 150 mm dia (PN1.6) | 3 | each | |
| 37 | 37 | 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 Job 2700.00 229 S. No. Items Unit Rates in Rs. requiement of site i/c cost of labour etc. complete as per approved specification and as directed by Engineer in charge. 17.20 P-229 | 1 | Job | |
| 38 | 38 | 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\nincluding drilling, stringing, reaming and pulling back the new pipe on the designed bore path alignment, proper disposal of drilling fluid, as per code of practice for horizontal direction drilling technique suiting indian conditions. Required pipes/ specials and other civil work shall be paid separately-in all types of soils. (This item shall be executed only after prior permission of Superintending Engineer) HDPE pipe of any class-90 mm outer dia16.3 P-207 | 50 | Mtr | |
| 39 | 39 | HDPE pipe of any class-110 mm outer dia16.3 P-207 | 50 | Mtr | |
| 40 | 40 | Providing & laying mechanically mixed cement\nconcrete 20mm nominal size graded crushed stone\nexcluding cost of centering & shuttering.a In Plinth & foundation 1:11/2:3 (M-20 ) 16.23 P-210 | 180 | Cum | |
| 41 | 41 | 17.42.2 For connection with 15 mm dia GI pipe more than 5 meter & upto 10 meter and CONCRETE ROAD CROSSING is necessary. | 525 | no | |
| 42 | 42 | 17.42.3 For connection with 15 mm dia GI pipe upto 5 meter and road crossing is not required. (Distribution pipe line is on the same side of house). | 766 | no | |
| 43 | 43 | Providing and placing in position cold twisted steel and\nhot rolled deformed steel reinforcement for R.C.C.\nwork i/c cutting, bending, binding etc. complete i/c cost\nof binding wire and wastage.USOR 16.25 P-211 | 741 | kg | |
| 44 | 44 | Providing & laying mechanically mixed R.C.C.\nexcluding centering & shuttering and reinforcement\nin foundation/plinth (20mm graded metal) .USOR 16.24 a P-211 | 10.24 | cum | |
| 45 | 45 | Providing & fixing form work i/c centering and shuttering including strutting, propping etc. and removal of form work for: Foundation , footing, bases of columns ,etc for mass concrete .USOR 16.30 (i) a P-214 | 56.8 | sqm | |
| 46 | 46 | Providing & fixing form work i/c centering and shuttering including strutting, propping etc. and removal of form work for: Lintels, beams , plinth beams, girders, bressumers and cantilevers .USOR 16.30 (iv) a P-214 | 10.6 | sqm | |
| 47 | 47 | Columns, pillars, piers, Abutments, posts and Struts.USOR 16.30 (v) a P-214 | 37.6 | sqm | |
| 48 | 48 | Providing & laying mechanically mixed cement\nconcrete 20mm nominal size graded crushed stone\nexcluding cost of centering & shuttering. USOR 16.23 a I P-210 | 2 | sqm | |
| 49 | 49 | In walls and superstructure up to 4 mt. height above\nplinth (with 20mm nominal graded metal) USOR 16.23 b iii P-210 | 1.06 | sqm | |
| 50 | 50 | Brick work with well burnt chimney bricks having\ncrushing strength not less than 25 kg/cm² and water\nabsorption not more than 20 % in foundation & plinth\ni/c curing etc. complete. USOR 16.28 b iv P-213 | 14.31 | Cum | |
| 51 | 51 | 12mm thick cement plaster in single coat including\nfinishing even, smooth and curing complete.USOR 16.29 a iv P-214 | 210.9 | Cum | |
| 52 | 52 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work ( two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer\napplied @ 2.20 kg/ 10sqm) USOR 16.42 i P-216 | 55.5 | sqm | |
| 53 | 53 | Structural steel work in single section, fixed with or\nwithout connecting plate, including cutting, hoisting\nfixing in position and applying a priming coat of\napproved steel primer all complete. USOR 16.25 b P-211 | 250 | kg | |
| 54 | 54 | Painting with synthetic enamel paint of approved brand\nand manufacture to give an even shade :( two or more coats ) on New work. USOR 16.43 i P-216 | 28.6 | sqm | |
| 55 | 55 | Supply & Filling moorum for pipe bedding or over the\npipe ( including supply of moorum ) USOR 16.11 a P-248 | 67.5 | sqm | |
| 56 | 56 | Providing and laying 60 mm thick factory made cement concrete interlocking pawar block of M-30 gramde made by block making machine with strong vibratory compaction of approved size design and shape laid in required colour and pattern overr and including 50 mm thick compacted bed of stone dust filling the joints with snad etc all complete as per the direction of Engineer in charge) PWDSOR 11.75 P-210 | 175 | sqm | |
| 57 | 57 | 25 KVA on 140 kg , 8.0 mtrs long PCC Poles E-1.1 | 2 | each | |
| 58 | 58 | 1 KM of 11 kv line on PCC pole using rabbit conductor max span 70 mtrs in rural area s C-2.1 | 1.2 | km | |
| 59 | 59 | 11 KV DP structures on 140 kg 8. mtrs long PCC poles for tapping DP C-5.2 | 2 | each | |
| 60 | 60 | Fabrication, providing and fixing of typical information board of size 2.40 m x 1.80 m made out as detailed below -\n1. Three vertical support made out from 100 mm x 50 mm , 6.0 mm thick channel. This shall be minimum 1.0 m below GL and 3.00 m above GL. The Channel shall be erected on 600 mm x 600 mm x 1000 mm foundation blocks at appropriate depth made of cement concrete 1:2:4.\n2.The board shall be fabricated from 1.6 mm thick MS sheet of size 2.40 m x 1.80 m, The frame of board shall be fabricated with 50 mm x 50 mm x 5 thick angle with one horizontal additional support in center with same angle.\n3. Whole structure shall be painted by standard color with lettering border, heading and logo etc using synthetic enamel paint of superior quality including welding, excavation, concreting , painting of base, border and lettering, painting and other required details etc complete as directed by Engineer in charge USOR 17.47 P-7 | 1 | Job | |
| 61 | 61 | Supply, delivery and crection of ONLINE silver ionization water disinfection equipment using oligodynamic disinfection as per standard specifection, product feasibility study carried out by NEERI for the following capacities. The life of the inbuilt electrode in these equipments will last for the mentioned life in lakh liters 15000 LPH | 1 | Job | |
| 62 | 62 | Fabrication, supply & erection of 5m high Mild Steel (MS) staging structure including foundation and 2x5 KL polyethylene tank with inlet, outlet and over flow pipe fittings complete Item of Work as per details given in the relevant chapter of USOR, enclosed drawings and relevant IS codes and direction of Engineer-in-Charge. The approximate weight of the MS staging structure excluding tank, GI pipe and GI pipe fitting is 2050 kg. Complete turnkey job. USOR 26.6 P-20 | 4 | no | |
| 63 | 63 | Provision for Three phase Permanent electric connection including transformer, cables & necessary fittings etc complete. | 2 | Job | |
| 64 | 64 | 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\nmaterials, labour etc. complete.USOR.Item.no.16.45 -P.no.217\n | 15 | No | |
| 65 | 65 | Providing and fixing following check (non-return) valves Class-\nII, confirming to IS-778/1984 (Reaffirmed 2005) female ends,\ntested to 21.09 kg/sq.cmt. 6.5 P 89 50 mm dia | 2 | each | |
| 66 | 66 | Providing laying and jointing offollowing GI 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 50MM Dia 6.1 P-87 | 685 | Mtr | |
| 67 | 67 | Supplying and laying of submersible flat cable ISI\nmarked 3 core copper wire of suitable size with proper\nclamping of approved make.. USOR.Item.no. 24.20.107 P - 267 6.0 Sq.mm.multi strand | 380 | Mtr | |
| 68 | 68 | Supplying and laying of approved Make Nylon rope\n12mm thick complete with binding for support of\npump and motor USOR.Item.no. 24.20.108 P - 267 | 440 | Mtr | |
| 69 | 69 | 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. II 5.0 H.P. Head Mt.15-24, Discharge LPM 930-420 | 2 | each | |
| 70 | 70 | Supply & erection of readymade mini pump house (control panel box) GI sheet of 18 gauge of size 90cmx90cm x60cm with 40x40x5mm angle Iron frame to fix it 200mm below ground level with hold fasts grouted in foundation and 300mm above ground level for clearance suitable for fixing of control panel, fuse unit, main switch etc. as per approved specification. | 2 | each | |
| 71 | 71 | 6.0 Sq.mm.multi strand | 60 | Mtr | |
| 72 | 72 | Manufacturing, Supplying at site & laying,\njointing of following M.S. pipes as per IS\nspecifications, duly testing for usage in Drinking\nwater inclusive of all materials, inspection\ncharges, transit insurance, loading/unloading,\nFOR site and stacking etc. complete as per\ndirection of Engineer-in-Charge. (Excluding\nprotective coating ) Dia of pipe 100.00 mm (I.D) Thickness of pipe 6mm USOR.Item.no. 10.1.1 P - 136 | 20 | RM | |
| 73 | 73 | Dia of pipe 150.00 mm (I.D) Thickness of pipe 6mm USOR.Item.no. 10.1.1 P - 136 | 20 | RM | |
| 74 | 74 | Providing, laying and jointing including testing\nfollowing socket & spigot centrifugally cast (Spun)\nDuctile Iron pressure pipes with inside cement\nmortar lining (class K-7) conforming to IS\n8329/2000 with suitable Rubber Gasket (Push on)\njoints as per IS:5382/85 150 mm Dia USOR 4.1 P-51 | 2000 | Mtr | |
| 75 | 75 | Providing and Laying including testing Ductile\nIron Double Socket 22.5° Bends conforming to IS-\n9523/2000 having dimension as per table 17 of IS-\n9523/2000 in the following nominal diameter/sizes\nwith external bitumen coating and internal cement\nmortar lining.150 mm Dia USOR 4.17 P-59 | 1 | each | |
| 76 | 76 | Providing and Laying including testing Ductile\nIron Double Socket 11.25° bends conforming to\nIS-9523/2000 having dimension as per table 18 of\nIS-9523/2000 in the following nominal diameter/\nsizes with external bitumen coating and internal\ncement mortar lining 150 mm Dia USOR 4.19 P-60 | 3 | each | |
| 77 | 77 | Providing and Laying including testing Ductile\nIron All socket Tees conforming to IS-9523/2000\nhaving dimension as per table 21 of IS-9523/2000\nin the following nominal diameter/sizes with\nexternal bitumen coating and internal cement\nmortar lining with finishing as per clause 13 of IS-\n9523/2000 150 mm x 150 mm Dia USOR 4.21 P-61 | 3 | each | |
| 78 | 78 | Providing and Laying including testing Ductile\nIron Double Socket branch flange Tee conforming\nto IS-9523/2000 having dimension as per table 21\nof IS-9523/2000 in the following nominal\ndiameter/sizes with external bitumen coating and\ninternal cement mortar lining with finishing as\nper clause 13 of IS-9523/2000. 150 mm x 150 mm Dia USOR 4.23 P-62 | 3 | each | |
| 79 | 79 | 150 mm x 80 mm Dia USOR 4.23 P-62 | 2 | each | |
| 80 | 80 | Providing and Laying including testing Ductile\nIron Double Socket Reducer conforming to IS-\n9523/2000 having dimension as per table 21 of IS-\n9523/2000 in the following nominal diameter/sizes\nwith external bitumen coating and internal cement\nmortar lining with finishing as per clause 13 of IS-\n9523/2000. 150 mm x 80 mm Dia USOR 4.25 P-64 | 3 | each | |
| 81 | 81 | Providing & fixing of following Cast iron double flanged sluice valves as per I.S.:14846-2000 fitted with cast iron cap\nincluding jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete100mm dia USOR 8.1 P-111 | 3 | each | |
| 82 | 82 | Providing & fixing following cast iron single acting air valves, large orifice with screwed end as per IS : 14845-2000\nincluding jointing & testing with cost of jointing material and rubber insertion all complete as per IS :13095-199 50mm dia USOR 8.10 P-115 | 2 | each | |
| 83 | 83 | 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\nall complete as per IS :5312 (Part I) USOR 8.4a P-111 | 3 | each | |
| 84 | 84 | Supplying and laying of submersible flat cable ISI\nmarked 3 core copper wire of suitable size with proper\nclamping of approved make.4.0 Sq.mm.multi strand USOR 24.20.107 P-207 | 360 | MTR | |
| 85 | 85 | Labour only for lowering of three phase submersible pumping set in the tube well with pipe line assembly, electrical cable, testing etc. complete including connecting the electrical cable from pump & starter 3 HP to 7.5 HP - Depth up to 150 mtr. USOR 24.18.4 P- 258 | 2 | JOB | |
| 86 | 86 | Providing and fixing G.I chain link fabric fencing of required width in mesh size 25 x 25 mm made of G.I 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 10 cm length and drilling holes upto 10 mm dia and of standard design placed and embedded in cement concrete blocks 45x45x60cm of mix 1:2:4 (1 cement :2 sand : 4) graded stone aggregate 40 mm nominal size) every 15th 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. USOR 17.35 P- 3 NEW ADD ITEM | 105.74 | sqm | |
| 87 | 87 | Supplying & Installation of Energy efficiant five star BEE\nrating ISI Marked required capacity of Three Phase, 50 Hz,\n415V, deep well submersible pump Steel body, suitable for\n6"tube well with Control Panel Starter suitable for\nSubmersible pump with dry run protection, single phase\npreventer, connections, including clamps, bore cap etc. as\nrequired as per specifications but excluding pipe and\nconnection cable. 3 H.P. with UPTO 5 stages, Head Mt. 55-13 Discharge LPM 120-510 USOR.Item.no. 24.20.106 P.no.267 | 2 | each | |
| 88 | 88 | Providing and jointing of following galvanized Iron (MS) Pipes class medium with heavy duty seamless sockets for lowering of submersible pumps including testing of joints, cost of pipes & heavy duty sockets and jointing materials all complete. Pipes and sockets confirming to IS:1239-2011 Part-II. 17.38.1 P-3 | 360 | each | |
| 89 | 89 | Providing and fixing 1 mm thick MS sheet door with frame of 40 x 40 x 5 mm angle iron and 3 mm MS gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.10.5.2 | 2.25 | sqm | |
| 90 | 90 | Providing and supplying of HDPE pipes in 300/500/600 mtr coils or in length grade PE 100 confirming to IS 4984 -2016 at store or at site 50 mm dia 6 kg/sqcm USOR 9.15.132 | 1 | Mtr | |
| 91 | 91 | Providing laying and jointing of following galvanized Iron (MS)\nPipes with specials (such as bends, elbows, tees etc) class\nlight, medium & heavy including testing of joints, cost of pipes,\nspecials and jointing materials all complete. Pipes and sockets\nconforming to IS-1239/2011 Part- II m USOR 6.1.87 | 1 | Mtr | |
| 92 | 92 | Providing and Laying including testing ductile iron PN 16 type flanged sockets conforming to IS- 9523/2000 having dimension as per table 23 of IS- 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal\ncement mortar lining with finishing as per clause 13 of IS-9523/2000 150 MM DIA USOR 4.7.54 | 4 | each | |
| 93 | 93 | Providing and Laying including testing ductile PN\n16 type iron flanged spigot conforming to IS-\n9523/2000 having dimension as per table 24 of IS-\n9523/2000 in the following nominal diameter/sizes\nwith external bitumen coating and internal cement\nmortar lining with finishing as per clause 13 of IS-\n9523/2000. 150 MM DIA USOR 4.9.54 | 4 | each |
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