28/2025-26

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

Supplying & Installation of Energy efficient three 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(Auto cut-off), single phase preventer, connections, including clamps, bore cap, flat cable of length equals to maximum head of the pump plus 5 meters eic. as requiied as per specifications but excluding riser pipe and connection cable 5 H.P. with 10 to 11 stages, Head Mt. 101-40 , Discharge LPM 60-270, USOR VI AMMENDMENT 24.20.106-A (iv) P- 42

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

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

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.9 110 mm dia HDPE 6 Kg/cm²

Filling available excavated earth in trenches, plinth 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 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 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.9 110 mm 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 110mm 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 110mm 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 110x90 mm dia 6 kg/sq.cm

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-(b) P.no.208

100 mm dia Class PN-10

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

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

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 110x80x100cm with -M-20 RCC chamber cover size 130cm x 100cm x 120 cm including cost of materials, labour etc. complete. USOR 2nd Amendment OF Issued vide order no. 254 dt 06.08.2020 Item.no.17.45 -P.no.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)

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)

Earthwork in excation by mechanical means(Hydraulic excavation)/ Manual means in over areas foundation Trenches or Drains(not Exceeding 1.5m in width or 10 Sqm in plan)including dessings of sides and rammingof bottom lift upto 1.5m.Including getting out the excavated soil and disposal surplus excavated soil as directed, with lead of 50m all kinds of soil 0.00 to 1.50m =3.14/4*d2*h =.785*7.52*1.5 =66.23 cum USOR.Item.no. 16.4/207

Earthwork in excation by mechanical means(Hydraulic excavation)/ Manual means in over areas(exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated earth ,lead upto 50m and lift upto 1.5m , disposal earth to be levelled and neatly dressed(ordinary rock) Extra for every additional lift of 1.5m a part of thereof in all kinds of soil.1.5m to 3.0m =3.14/4*d2*h .785*7.502*1.5 =66.23 cum USOR.Item.no.16.6(a)+16.7/208

3.00 to 4.5m =3.14/4*d2*h =.785*7.502*1.5 =66.23 cum USOR.Item.no.16.7/213

4.5 to 6.00 m =3.14/4*d2*h =.785*7.502*1.5 =66.23 cum USOR.Item.no.16.7/213

6.00 to 7.50 m =3.14/4*d2*h =.785*7.502*1.5 =66.23 cum USOR.Item.no.16.7/213

7.50 to 8.50m 3.14/4*d2*h = .785*7.50*1.0 =44.15 cum USOR.Item.no.16.7/213

Earthwork in excation by mechanical means(Hydraulic excavation)/ Manual means in over areas(exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including disposal of excavated earth ,lead upto 50m and lift upto 1.5m , disposal earth to be levelled and neatly dressed. (Hard Rock requiring blasting)Extra for every additional lift of 1.5m a part thereof in all kinda of soil. 8.50 to 9.00m 3.14/4*d2*h =.785*7.502*0.5 =22.07cum USOR.Item.no. (3) 16.6(b)+16.7/213

9.00 to 10.50m 3.14/4*d2*h =.785*6.002*1.5 =42.39cum USOR.Item.no. 16.6(b)+16.7/213

10.50 to 12.00m 3.14/4*d2*h =.785*6.002*1.5 =42.39cum USOR.Item.no.16.6(b)+16.7/213

12.00 to 13.50m 3.14/4*d2*h =.785*6.002*1.5 =42.39cum USOR.Item.no.16.6(b)+16.7/213

13.50 to 15.00 m 3.14/4*d2*h =.785*6.002*1.5=42.39cum USOR.Item.no.16.6(b)+16.7/213

Centering and Shuttering including propping etc.and removal of forms for walls (any thickness) including attached pilasters buttresess,pilth beams and string courses etc.upto plinth level Extra for Shuttering in circular work or any geometrical shape(20% of Respective Centering and shuttering items) Beams : ᴨ*6.4*0.20*2 no's = 8.03 V Wall : ᴨ*6.2*8.10*2 no's =315.38 Slab : 2*3.14*6.3=39.56 Total =362.97 USOR.Item.no. 16.30/219

Reinforcement of R.C.C including straightening wettings, 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 USOR.Item.no. )16.25 a/211

R.C.C work in well steining excluding the cost of centering, shuttering finishing and reinforcement in conctrete grade M20 nominal mix ( with 20mm nominal size graded stone aggregate) Beam: ᴨ*6.3*0.3*0.3 = 1.78 V. Wall : ᴨ*6.2*.9.60*0.2 = 37.37 Slab :.785*6.32*0.15 = 4.673 Total = 43.823 USOR.Item.no. 16.24 a-i/211

Filling available excavated earth excluding rock in trenches, plinth sides of for condition etc. In layers not exceeding 20cm in depth consolidation each layer by ramming and watering lead upto 50m and lift upto 1.5m ..785*(7.502-6.402)*8.60 = 103.22 USOR.Item.no. 16.10 a/208

Structural Steel Work riveted , bolted or welded in buildup for all type sections, trusses and Framrd work, including cutting, hoisting Fixing in position and applying a priming coatof approved steel primer all complete for straircase and chamber cover. USOR.Item.no.16.25 c/211

Steel work in welded built-up section/ framed work, including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder , railings, brackets, gates and similar works(ii)In gratings, frames, guard bar, ladder , railings, brackets, gates and similar works USOR.Item.no.16.25 d(ii)/212

contract 28/2025-26

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 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.15 -P.no.20

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 USOR.Item.no.24.18.4-P.no.258 3 HP to 7.5 HP - Depth up to 150 mtr.

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 chiseling / where blasting is prohibited.) USOR.Item.no. 16.6-(C) P.no.208

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 PHE (03.07.2018) uSOR. Item.no.4.41 P.71 80 mm dia Class-PN -10

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 mtr 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 upto 5 Metr to 10 mtr 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 Metr and concrete road crossing is not required. 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 Metr and 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 upto 5 Metr to 10 mtr and 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 :- 20 KL Capcity 26.2.3/17 2nd ammendment

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.9 110 mm dia 10 Kg/ sq.cm

Supply & Filling moorum for pipe bedding or over the pipe (including supply of moorum PHED(03.07.2018) uSOR. Item.no.16.11 (a) /208

Providing and laying including testing Equal Tee confirming to IS specification USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.4 -P.no.10 110mm/10kg

Provision for jointing of Rising main to supmp 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 Item 17.20 Page 229