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| 1 | Item Description |
| 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 |
| 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 |
| 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.USOR.Item.no. 16.6-(a) P.no.208 |
| 5 | Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. 1:2:4 (M-15)In Plinth & foundation . USOR.Item.no. 16.23 (a) (II)-P.no.210 |
| 6 | Providing and Installation of automatic water level controller (Auto switch off) with accessories i/c labour and material etc. complete, as per approved specification and directed by Engineer in charge. USOR 17.21 P - 229 |
| 7 | 11 KV line on 140 kg. 8.0 Mtrs. long PCC Poles with rabbit conductor average span of 70 mtr. in rural area including labour complete. (Schedule Ref. C-1.2 of MPMKVVCL for SOR 2019-20) |
| 8 | 11 KV D.P. Structures on 140 kg. 8.0 mtr. long PCC poles for TAPPING DP including labour complete. (Schedule Ref. C-5.1 of MPMKVVCL for SOR 2019-20) |
| 9 | L.T. Line 1 phase 3 wire on PCC support using Aerail Bunched XLPE cable with maximum span of 50 Meter including labour complete. 2 x 35+ 1 x 16 sq. mm (Insulated nuetral massenger) (Schedule Ref. D-3.2 of MPMKVVCL for SOR 2019-20) |
| 10 | 11/0.4 KV out-door type transformer sub-station. 25 KVA on 140 kg. 8.0 meter long PCC Pole including labour complete.(Schedule Ref. E-1.1 of MPMKVVCL for SOR 2019-20) |
| 11 | Providing, Laying, Jointing & field testing of PE pipes made from 100% virgin material (Earlier know as High Density Polyethylene pipes, PE 100 ) confirming to IS 4984/14151/ 12786/13488 with necessary jointing material llike mechanical connector of jointingpipes by heating to the ends of pipeswith the help of Teflon coated electric mirror/ heater to the required temperature and then mechanically pressing the ends together against each otherto 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 iointed)USOR.6th AmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.1 -P.no.9, 90 mm dia HDPE 6 Kg/cm² |
| 12 | Providing, Laying, Jointing & field testing of PE pipes made from 100% virgin material (Earlier know as High Density Polyethylene pipes, PE 100 ) confirming to IS 4984/14151/ 12786/13488 with necessary jointing material llike mechanical connector of jointingpipes by heating to the ends of pipeswith the help of Teflon coated electric mirror/ heater to the required temperature and then mechanically pressing the ends together against each otherto 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 iointed) USOR.6th AmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.1 -P.no.9, 110 mm dia HDPE 6 Kg/cm² |
| 13 | Providing, Laying, Jointing & field testing of PE pipes made from 100% virgin material (Earlier know as High Density Polyethylene pipes, PE 100 ) confirming to IS 4984/14151/ 12786/13488 with necessary jointing material llike mechanical connector of jointingpipes by heating to the ends of pipeswith the help of Teflon coated electric mirror/ heater to the required temperature and then mechanically pressing the ends together against each otherto 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 iointed) USOR.6th AmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.1 -P.no.9, 110 mm dia HDPE10 Kg/cm² |
| 14 | Providing, Laying, Jointing & field testing of PE pipes made from 100% virgin material (Earlier know as High Density Polyethylene pipes, PE 100 ) confirming to IS 4984/14151/ 12786/13488 with necessary jointing material llike mechanical connector of jointingpipes by heating to the ends of pipeswith the help of Teflon coated electric mirror/ heater to the required temperature and then mechanically pressing the ends together against each otherto 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 iointed) USOR.6th AmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.1 -P.no.9, 140 mm dia HDPE6 Kg/cm² |
| 15 | Providing & fixing of following Cast iron double flanged sluice valves as per I.S.:14846-2000 fitted with cast iron cap including jointing & testing with cost ofjointing material such as bolts, nuts, rubber insertions etc. all complete USOR.Item.no. 8.1 -P.no.111 100 MM Dia (PN-1.0) |
| 16 | Providing & fixing of following Cast iron double flanged sluice valves as per I.S.:14846-2000 fitted with cast iron cap including jointing & testing with cost ofjointing material such as bolts, nuts, rubber insertions etc. all complete USOR.Item.no. 8.1 -P.no.111 80 MM Dia (PN-1.0) |
| 17 | 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 (b)-P.no. 208 |
| 18 | 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 |
| 19 | Providing and laying including testing Bend 90̊ confirming to IS specifications.USOR. 6thAmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.2 -P.no.9 , 90mm dia 6 kg/sq.cm |
| 20 | Providing and laying including testing Bend 90̊ confirming to IS specifications.USOR. 6thAmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.2 -P.no.9110 mm dia 6 kg/sq.cm |
| 21 | Providingandlayingincluding testing equalteeconfirmingtoISspecifications. USOR 6thAmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.4 -P.no.10 90 mm dia 6 kg/sq.cm |
| 22 | 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 |
| 23 | Providing and laying including testing Bend 90̊ confirming to IS specifications.USOR. 6thAmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.2 -P.no.9110mm dia 10 kg/sq.cm |
| 24 | Providing and laying including testing End Cap Confirming to IS specifications.USOR. 6thAmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.8 -P.no.1190mm dia 10 kg/sq.cm |
| 25 | Providing and laying including testing Equal Tee confirming to IS specification USOR. 6thAmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.4 -P.no.10 110 mm dia 10 kg/sq.cm |
| 26 | 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.USOR.Item.no.16.45 -P.no.217 |
| 27 | Providing and laying including testingEnd Cap Confirming to IS specifications.USOR. 6thAmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.8 -P.no.1190 mm dia 6 kg/sq.cm |
| 28 | Providing making and testing of Consumer Service Connection (Functional House Hold Tap Connection) from HDPE pipe with the help of electro fusion machine including all labour and material such as Electro Fusion Saddle, brass insert flow control valve, double compression elbow, male/female threaded adopter with metal insert, sockets, MDPE 20mm dia/Gl pipe 15 mm dia (medium class), brass tap with Stainesless steel coating etc. all complete and all items/fittings shall be complying with the relevant BIS Codes. Rates also include excavation, cutting of road if required, refilling the trenches and restoration of road with minimum M-20 (1:1.5:3) grade CC or equivalent grade of existing CC cutting for providing tap connection (whichever is richer), Pre-fabricated cement concrete platform in CC M-20 grade over 75 mm thick M-10 (1:3:6) base and Pre-fabricated Milestone shaped cement concrete stand post as per attached drawing and specifications. Complete item., For connection with 20 mm dia MDPE pipe upto 5 meter and road crossingis notrequired. (Distribution pipe lineisonthesamesideofhouse). USOR8thAmendmentOFIssuedvide order no. 368 dt 27.01.2023Item.no.17.41.3-P.no. 1 |
| 29 | For connection with 20 mm dia MDPE pipemore than 5 meter & upto 10 meter androad (OTHER THAN CONCRETE ROAD) crossing isnecessary. USOR8thAmendmentOFIssuedvide order no. 368 dt 27.01.2023Item.no.17.41.5 -P.no. 2 |
| 30 | For connection with 20 mm diaMDPE pipe upto 5 meter andCONCRETE ROAD CROSSING is necessary.\"USOR8thAmendmentOFIssuedvide order no. 368 dt 27.01.2023Item.no.17.41.1 -P.no. 1 |
| 31 | 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 usor 8.4 a p- 113 |
| 32 | Providing and fixing following check (non-return) valves Class- II, confirming to IS-778/1984 (Reaffirmed 2005) female ends, tested to 21.09 kg/sq.cmt.FLANGED 50 mm dia Usor item 6.5 P 89 |
| 33 | Supplying & Installation of Energy Marked required capacity of Three phase, 50 Hz, 415V, deep-well submersible pump Steel body, suitable for 6\"tube well with clntrol Panel Starter suitable for Submersible pump with dry run protection(Auto cut-ofl), single phase preventer, connections, including clamps, bore cap, flat cable of length equals to maximum head of the pump plus 5 metres etc. as required as per specifications but excluding riser pipe and connection cable. 7.5 H.P. with 15 stages, Head Mt. 138-60 Discharge LPM 60-270 USOR. 6thAmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.24.20.106 -P.no.41 |
| 34 | Supplying & Installation of Energy efficiant tnree stai nnn rating ISI Marked required. capacity single phase, 50 Hz, 220V, deep well submersible pump Stainless Steel body, suitable for 4,,16,, tube well with Control Panel Starter suitable for Submersible pump with dry run protection (Auto cut-ofl), connections, including clamps, bore cap, flat cable of length equals to maximum head of the pump plus 5 meters etc. as required as per specifications but excluding riser pipe, SS/ Nylon wire rope and connection cable..3 H.P with 20 to 22 stage head MT. 167-51 Discharg LPM 25-90 USOR. 6thAmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.24.20.105A-P.no.40 |
| 35 | Providing laying and jointing offollowing 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 Medium 50MM DiaUsor item 6.1 P-87 |
| 36 | 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.USOR item 17.18, P - 228 |
| 37 | 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 usor Item 24.20.113P- 268 |
| 38 | Providing and laying Including testing reducer confirming to IS specifications. USOR. 6thAmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.6 -P.no.11 110 mmX90 MM dia 6 kg/sq.cm |
| 39 | Providing and laying including testing Equal Tee confirming to IS specifications. USOR. 6thAmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.4-P.no.10110 mm dia 6 kg/sq.cm |
| 40 | 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.40 mm dia 10 kg/sqcm USOR. 6thAmendmentOFIssuedvide order no. 09 dt 07.01.2022Item.no.9.15-P.no.20 |
| 41 | Supplying and laying of approved Make Nylon rope 12mm thick complete with binding for support of pump and motor. USOR.Item.no.24.20.108 P-267 |
| 42 | Providing & fixing of following Ductile iron double flanged sluice valves as per I.S.:14846-2000 fitted with cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete. USOR.Item.no.4.41 -P.no.71 100 MM Dia (Class PN-1.6) |
| 43 | 80 MM Dia (Class PN-1.6) USOR.Item.no.4.41 -P.no.71 |
| 44 | Provision for inter connection of old to new pipe line with excavation of trench as per requirement/ repairing of leakage of pipe line of any diameter & type of pipe line in muddy area i/c searching of leakage point, dewetering the trench, repairing the leakage laying & jointing of pipe and specials, back filling the trench i/c testing of joints cost of labour & specials such as Djoints couplers, solvent cement etc. complete Job work as peRrapproved specification and as directed by Engineer charge.110mm dia.Item.no 17.22/p-229 |
| 45 | 90mm dia.Item.no 17.22/p-229 |
| 46 | Provision for Rewindidng of submerssible Motor of any diameter i/c cost of material, labour, transportation etc. complete in case of breakdown maintenance as per approved specification and as directed by Engineer in charge .Item.no 17.25/p-230 |
| 47 | Provision for Repairing of Starter/ control panel i/c cost of material, labour, transportation etc. complete as per approved specification and as directed by Engineer in charge.Item.no 17.27/p-230 |
| 48 | Provision for Repairing of old existing CI Sluice Valve i/c repairing of spindle, check nut, changing of gland, lathe work as per requirement, changing of nut bolt, rubber sheet etc. complete as per approved specification and as directed by Engineer in charge. usor17.28 p-230 |
| 49 | Providing & fixing of following Cast iron double flanged sluice valves as per I.S.:14846-2000 fitted with cast iron cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete.100 mm dia.PN-1.6 USOR.Item.no.8.1 -P.no.111, |
| 50 | Providing & fixing following cast iron single acting air valves, large 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. 50 mm dia. CLASS PN-1.6 USOR. Item. no. 8.10 -P.no.115, |
| 51 | 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) |
| 52 | 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. (Ordinary rock )Extra for every additional lift of 1.5m a part ofthere of in all kinds of soil. 1.5m to 3.0m USOR.Item.no. 16.6-(a)+16.7 P.no.208=3.14/4*d2*h=0.785*7.502*1.5=66.23cum |
| 53 | 3.00m to 4.50m =3.14/4*d2*h=0.785*7.502*1.5=66.23cum |
| 54 | 4.50m to 6.00m =3.14/4*d2*h=0.785*7.502*1.5=66.23cum |
| 55 | 6.00m to 7.50m =3.14/4*d2*h=0.785*7.502*1.5=66.23cum |
| 56 | 7.50m to8.50m =3.14/4*d2*h=0.785*7.502*1.0=44.15cum |
| 57 | 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.( Hard rock blasting ). Extra for every additional lift of 1.5m a part ofthere of in all kinds of soil.8.5m to9.0m USOR.Item.no. 16.6-(b)+16.7 P.no.213=3.14/4*d2*h=0.785*7.502*0.5=22.07cum |
| 58 | 9.00m to 10.50m =3.14/4*d2*h=0.785*6.002*1.5=42.39cum |
| 59 | 10.50m to 12.00m =3.14/4*d2*h=0.785*6.002*1.5=42.39cum |
| 60 | 12.00m to 13.50m =3.14/4*d2*h=0.785*6.002*1.5=42.39cum |
| 61 | 13.50m to 15.00m =3.14/4*d2*h=0.785*6.002*1.5=42.39cum |
| 62 | Providing & fixing form work i/c centering & shuttering including propping etc. and removal of forms for walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. upto plinth level extra forshuttering in circular work or any geometrical shapes (20% of respective centering and shuttering items) beams: n*6.4*0.20 nos =315.38 Slab: 2*3.14*6.3=39.56 Total 362.97 (4) Usor Item 16.30(ii) P-214 |
| 63 | Reinforcement for R.C.C. work i/c including straightening wetting .bending placing including cost of binding wire upto floor two level including all wastage etc complete. cold twisted bar 1%*42.39*7850=3327.60kg (5),Usor Item 16.25(a)P-211 |
| 64 | R.C.C. work in wellsteining excluding the cost of centering & shuttering finishing and reinforcement in conctrete grade M20 nominal mix (with 20mm nominal sizegraded stone aggregate) Beam .3.14*6.3*0.3*0.3=1.78 V.Wall: 3.14*6.2*9.60*0.2=37.37 Slab: 785*6.32*0.15=4.673 Total=43.823USOR 16.24 a-i/ P-211 |
| 65 | Filling available excavated earth excluding rock in trenches, plinth sides of for condition etc. in layers not exceeding 20cm. In depthconsolidation of each layer by ramming watering, lead up to 50m and lift up to 1.5m 785*(7.502-6.402)*8.60=103.22(7) USOR16.10a/208 |
| 66 | Structural steel work riveted, bolted or welded in builtup for all type section trusses and framed work i/c cutting /hoisting /fixing in position and applying a priming coat ofapproved steel primer all complete for straicase and chamber cover .(8) USOR 16.25 c/211 |
