30/2025-26

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.PHE item.no. 16.4 - P.no.207

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. USOR.Item.no. 16.6-(a) P.no.208

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. Hard Rock Requiring chiseling / where blasting is prohibited. USOR.Item.no. 16.6 (c) P.no.208

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

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 (a) (II)-P.no.210

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 jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then mechanically 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 iointed) USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.1 -P.no.9 , 90 mm dia HDPE 6 Kg/cm²

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 jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then mechanically 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 iointed) USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.1 -P.no.9 , 90 mm dia HDPE 10 Kg/cm²

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, Class PN 10, 80 mm dia, USOR 4.41 P- 71

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) 50 MM Dia Class PN 1.0 USOR PHE 8.4 a P-113

Providing & fixing following ductile iron single chamber triple function temper proof 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, PN 10, 50mm dia USOR 4.50, P-74

Providing and laying including testing Bend 90̊ confirming to IS specifications. USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.2 -P.no.9 , 90mm dia 6 kg/sq.cm

Providing and laying including testing Bend 45 confirming to IS specifications. USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.3 -P.no. 10 90mm dia 6 kg/sq.cm

Providing and laying including testing equal tee confirming to IS specifications. USOR 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.4 -P.no.10 90 mm dia 6 kg/sq.cm

Providing and laying including testing pipe end confirming to IS specifications. USOR 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.5 -P.no.10 90 mm dia 6 kg/sq.cm

Providing and laying including testing reducer confirming to IS specifications. USOR 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.6 -P.no.11 90 x75 mm dia 6 kg/sq.cm

Providing and laying including testing End Cap confirming to IS specifications. USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.8 -P.no.11 , 90 mm dia 6 kg/sq.cm

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. USOR 17.19 P 228

Provision for jointing of Rising main to sump well/OHT and OHT to Distribution pipe line with cost of material/specials such as Bends, MTA as per rerquirement of site i/c cost of labour with excavation, labour as per requirement complete as per approved specification and as directed by Engineer in charge. USOR 17.20 P-229

Construction of Brick masonry 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 90x60x100cm with - Heavy Duty SFRC chamber cover with frame size 130cm x 100cm x 10cm including cost of materials, labour etc. complete. USOR 2nd Amendment OF Issued vide order no. 254 dt 06.08.2020 Item no. 17.46.2 p-7

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.. USOR.Item.no.16.10 (b)-P.no. 208

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 CONCRETE ROAD CROSSING is necessary. USOR 8th Amendment OF Issued vide order no. 368 dt 27.01.2023 Item.no.17.41.1 -P.no. 1

For connection with 20 mm dia MDPE pipe more than 5 meter & upto 10 meter and CONCRETE ROAD CROSSING is necessary. USOR 8th Amendment OF Issued vide order no. 368 dt 27.01.2023 Item.no.17.41.2 -P.no. 1

For connection with 20 mm dia MDPE pipe upto 5 meter and road crossing is not required. (Distribution pipe line is on the same side of house) . USOR 8th Amendment OF Issued vide order no. 368 dt 27.01.2023 Item.no.17.41.3 -P.no. 1

For connection with 20 mm dia MDPE pipe upto 5 meter and road (OTHER THAN CONCRETE ROAD) crossing is necessary. USOR 8th Amendment OF Issued vide order no. 368 dt 27.01.2023 Item.no.17.41.4 -P.no. 1

For connection with 20 mm dia MDPE pipe more than 5 meter & upto 10 meter and road (OTHER THAN CONCRETE ROAD) crossing is necessary . USOR 8th Amendment OF Issued vide order no. 368 dt 27.01.2023 Item.no.17.41.5 -P.no. 2

Design, drawing, construction, testing and commissioning of GSR/Sumpwell of following capacities with all necessary fitting and accessories as mentioned in the relevant chapter of USOR, IS codes and departmental circulars. Complete turn key job for following capacities :- 40 Kilo Litres. USOR 2nd ADDENDUM OF Issued vide order no. 254 dt 06.08.2020 USOR 26.2.3 P 17

Design and Construction of RCC framed brick masonry pump house over the sump with all necessary fitting and requirement as mentioned in relevant chapter of USOR, IS codes and departmental guidelines. Complete turn key job. This item will only be used with item no 26.2 only in cases where pumphouse to be constructed above the proposed sumpwell. USOR 2nd ADDENDUM OF Issued vide order no. 254 dt 06.08.2020 USOR 26.3 P 18

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 MPPWD SOR Item 5.2.1 page 75

Providing and laying factory made machine pressed precast cement concrete interlocking paver block of any shape and size conforming to IS:15658- 2006 and ISI marked of 60 mm thickness, M-30 grade with grey cement and pigment all as specified. Made by block making machine with strong vibratory compaction, laid in required colour and pattern over and including 50 mm thick compacted bed of stone dust, filling the joints with sand etc. all complete as per the direction of Engineer-in-Charge. . MP PWD SOR No. 11.66 P. NO. 325

Fabrication, Providing and fixing of typical information board of size 1.50mX0.90m made out as detailed belowl. Tow vertical support (post) made out from ISA angle 50.X50X6mm this shall be minimum 0.75m below GL and 2.25m above GL. The vertical post shall be erracted on 450mmX450mmXl000mm foundation blocks (250mm above GL and 750mm below GL) made of cement concrete 1:2:4. 2. The board shall be fabricated from l.6mm thick MS sheet of size 1.50mX0.90m, The frame of board shall be fabricated with angle ISA 40X40X6 cross member support from'behind and flat 20X5mm support all around board. 3. Whole structure shall be painted by standard color with lettering, border, heading, and logo etc using synthetic enamel paint of superior quality including supply, welding, excavation, concreting, painting of base, border and lettering, painting and other required details etc complete as directed by Engineer in charge USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 17.48 -P.no. 32

Supplying & Installation of Energy efficiant five star BEE rating 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, single phase preventer, connections, including clamps, bore cap flat cabal of length equal to maximum head of the pump plus 5 meter etc . as required as per specifications but excluding pipe and connection cable. 10 H.P. with 20 stages, Head Mt. 184-80 Discharge LPM 60-270 . USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 24.20.106 -P.no. 42

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.no. 24.20.113 P.no.268

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. 50mm dia, class medium with heavy dufy seamless sockets. USOR 6th &7th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 17.38.1 -P.no.32

Supplying and laying of approved Make Nylon rope 12 mm thick complete with binding for support of pump and motor, USOR 24.20.108 P- 267

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

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)

11 KV D.P. Structures on 140 kg. 8.0 mtr. long PCC poles for tapping DP including labour complete. (Schedule Ref. C-5.2 of MPMKVVCL for SOR 2019-20)

11 KV D.P. Structures on 140 kg. 8.0 mtr. long PCC poles for straight line including labour complete. (Schedule Ref. C-5.1 of MPMKVVCL for SOR 2019-20)

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)

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)

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 USOR.PHE item.no. 16.4 - P.no.207

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 USOR.Item.no. 16.6-(a) P.no.208

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). MPPWD SOR Item 5.16.6 page 79

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, shattering, finishing and reinforcement : M 20 -Grade Concrete. MPPWD SOR item 5.2.1 page 75

Centering and shuttering including strutting, propping etc. and removal of farm for : Walls (any thickness) including attached pilasters butteresses, plinth beams and string courses etc.up to plinth level. MPPWD SOR Item 5.9.2.1 page 76

Lintels, beams, girders, bressumers and cantilevers. - Coping sides. MPPWD SOR Item 5.9.5 page 77

Foundations, footings, bases of columns, etc. far concrete up to plinth level. MPPWD SOR Item 5.9.1 page 76

Columns, Pillars, Piers, Abutments, Posts and Struts. MPPWD SOR Item 5.9.6 page 77

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :With 20mm nominal si2e graded stone aggregate. Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate (M 10). MPPWD SOR Item 4.1.1.4 page 38

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached piIasters,coIumns, pillars, pasts, 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, shattering and finishing : With 20mm nominal size graded stone aggregate. M 20 - Grade concrete - Coping MPPWD SOR Item 4.2.1.2 page 39

Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg / cm2 and water absorpt ian 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) MPPWD SOR Item 6.6.2 page 109

12 mm cement plaster of mix :1:6 (1 cement : 6 sand) MPPWD SOR Item 13.1.2 page 397

Finishing walls by any mechanical or manual means with Acrylic Smooth exterior paint (Economy Exterior) of required shade including all scaffolding. New work ( Two or more coat applied @ 1.67 Itr/10 sqm over and including one coat undiluted exterior waterproofing coating @ 2.39 litre/10 sqm with crack bridging ability of upto 0.5 mm on horizontal surfaces with an elongation of 1'i0 % and water proofing of upto 3 bars on vertical surface. MPPWD SOR Item 13.52 page 405

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. MPPWD SOR Item No. 10.2 page 278

Supply & Filling moorum for pipe bedding or over the pipe ( including supply of moorum ) PHE USOR Item 16.11 A Page 208

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