25/2025-26

Demolishing cement concrete manually / by mechanical nmeans 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

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. All kind of soil USOR. 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 In ordinary or Soft rock with or without blasting or bituminous pavement / cement concrete road. USOR.Item.no. 16.6-(b) P.no.208

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

110 mm dia HDPE 6 Kg/cm²

160 mm dia HDPE 6 Kg/cm²

180 mm dia HDPE 6 Kg/cm²

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

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

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 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 90̊ confirming to IS specifications. USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.2 -P.no.9 160 mm dia 6 kg/sq.cm

Providing and laying including testing Bend 90̊ confirming to IS specifications. USOR.Item.no.9.2 -P.no.122 180 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 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 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.10 160 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 180mm 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 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.10 110 mm 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.10 160 mm 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.10 180 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 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.10 110 mm dia 6 kg/sq.cm

Providing and laying including testing pipe end confirmingto IS specifications . USOR 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.5 -P.no.10 160 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.10 180 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 reducer confirming to IS specifications. USOR 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 9.6 -P.no.11 110 x90 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 160x140 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.11 180 X160mm dia 6 kg/sq.cm

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 SOR.Item.no.4.41 -P.no.71 80 mm dia (CLASS PN 16)

Item.no.4.41 -P.no.71 100 mm dia (CLASS PN 16)

Item.no..4.41 -P.no.71 150 mm dia (CLASS PN 16)

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

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 including 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

HDPE pipe of any class-110 mm outer dia16.3 P-207

Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering.a In Plinth & foundation 1:1.5:3 (M-20 ) 16.23(a)(iii) P-210

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

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 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

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 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

Providing and placing in position cold twisted steel and hot rolled deformed steel reinforcement for R.C.C. work i/c cutting, bending, binding etc. complete i/c cost of binding wire and wastage.USOR 16.25(a) P-211

Providing & laying mechanically mixed R.C.C. excluding centering & shuttering and reinforcement in foundation / plinth (20mm graded metal) 1:1.5:3(M20) .USOR 16.24 (a)(I) P-211

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) P-214

Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering.In Plinth & foundation 1:3:6 (M10) USOR 16.23 a I P-210

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 applied @ 2.20 kg/ 10sqm) USOR 16.42 (i) P-216

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :( two or more coats ) on New work. USOR 16.43 i P-216

Supply & Filling moorum for pipe bedding or over the pipe ( including supply of moorum ) USOR 16.11 a P-248

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 50mm thick compacted bed of stone dust, filling the joints with sand etc. all complete as per the direction of Engineer-in-Charge. PWDSOR 11.66 P-325

25 KVA on 140 kg , 8.0 mtrs long PCC Poles E-1.1

11 KV DP structures on 140 kg 8. mtrs long PCC poles for tapping DP C-5.2

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)

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)

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 2nd ADDENDUM OF Issued vide order no. 254 dt 06.08.2020 26.6 P-20

Supplying & Installation of Energy efficiant tnree stai BEE rating SISI 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 stagcs, Head Mt. 167-51 Discharge LPM 25-90 USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no. 24.20.105 A -P.no.40

Providing and Supplying Blue MDPE pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Colour only with quality assurance certificate from quality agencies like WRC/CIPET (India)/ DVGM /KIWA /SPGN etc. for usage in Drinking Water System The cost shall include testing of all materials, Inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete. PN-16(SDR-9) 40 mm dia. USOR. 6th Amendment OF Issued vide order no. 09 dt 07.01.2022 Item.no.9.9 P-12

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

Provision for Single phase electric connection including connecting cable & necessary fittings etc complete. Actul work done as per MPPKVV SOR and payment also made as per MPPKVV SOR

Providing laying and jointing of following galvanized Iron (MS) Pipes with specials (such as bends, elbows, tees etc) class light, medium & heavy including testing of oints, cost of pipes, specials and jointing materials all complete. Pipes and sockets conforming to IS-1239/2011 Part- II 50mm dia (Medium) USOR 6.1 P86

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 , 63 mm dia HDPE 6 Kg/cm²

Providing and laying 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 63 mm dia 6 kg/sq.cm

Providing and fixing following check (non-return) valves Class-I, confirming to IS-778/1984 (Reaffirmed 2005) female ends, tested to 21.09 kg/sq.cmt.50 mm dia flanged .PHE SOR 6.8 P- 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 45x45x60 cm 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 iind ammed. 17.35 P-3

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 120cm including cost of materials, labour etc. complete. USOR.Item.no.16.45 -P.no.217

Supplying & Installation of Five star BEE rating ISI Marked required capacity of Three phase, 50 Hz, 415V, Open well Submersible pum p, 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(ii) P.no.268

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 17.18 P - 228

Manufacturing, Supplying at site & laying, jointing of following M.S. pipes as per IS specifications, duly testing for usage in Drinking water inclusive of all materials, inspection charges, transit insurance, loading/unloading, FOR site and stacking etc. complete as per direction of Engineer-in-Charge. (Excluding protective coating ) Dia of pipe 150.00 mm (I.D) Thickness of pipe 6mm USOR.Item.no. 10.1.2(ii) P - 136

Providing and Laying including testing ductile PN16 type iron flanged spigot conforming to IS- 9523/2000 having dimension as per table 24 of IS- 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS- 9523/2000. 100 mm Dia USOR 4.9 P-54

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. 100 mm Dia USOR 4.13 P-57

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 with external bitumen coating and internal cement mortar lining 100 mm Dia USOR 4.15 P-58

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 with external bitumen coating and internal cement mortar lining.100 mm Dia USOR 4.17 P-59

Providing and Laying including testing Ductile Iron Double Socket 11.25° bends conforming to IS-9523/2000 having dimension as per table 18 of IS-9523/2000 in the following nominal diameter/ sizes with external bitumen coating and internal cement mortar lining 100 mm Dia USOR 4.19 P-60

Providing and Laying including testing Ductile Iron All socket Tees conforming to IS-9523/2000having 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 per clause 13 of IS- 9523/2000 100 mm x 100 mm Dia USOR 4.21 P-61

100 mm x 80 mm Dia USOR 4.23 P-62

Providing and Laying including testing Ductile Iron Double Socket Reducer 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 per clause 13 of IS- 9523/2000. 100 mm x 80 mm Dia USOR 4.25 P-64

Providing & fixing following cast iron double flanged Sluice valves, as per IS : 14845-2000 fitted with cast iron cap including jointing & testing with cost of jointing material such as bolt ,nuts, rubber insertion etc all complete.100mm dia USOR 8.10 P-111

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 :13095-199. 50mm dia .(CLASS PN1.6) USOR 8.10 P-115

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) 80mm dia .(CLASS PN1.6) USOR 8.4a P-111

Providing, laying and jointing including testing 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:5382/85 150 mm Dia USOR 4.1 P-51

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 cement mortar lining with finishing as per clause 13 of IS-9523/2000. 150 mm Dia USOR 4.7 P-54

Providing and Laying including testing ductile PN 16 type iron flanged spigot conforming to IS- 9523/2000 having dimension as per table 24 of IS- 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS- 9523/2000. 150 mm Dia USOR 4.9 P-55

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. 150 mm Dia USOR 4.13 P-57

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 with external bitumen coating and internal cement mortar lining 150 mm Dia USOR 4.15 P-58

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 with external bitumen coating and internal cement mortar lining.150 mm Dia USOR 4.17 P-59

Providing and Laying including testing Ductile Iron Double Socket 11.25° bends conforming to IS-9523/2000 having dimension as per table 18 of IS-9523/2000 in the following nominal diameter/ sizes with external bitumen coating and internal cement mortar lining 150 mm Dia USOR 4.19 P-60

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 per clause 13 of IS-9523/2000. 150 mm x 80 mm Dia USOR 4.23 P-62

Providing and Laying including testing Ductile Iron Double Socket Reducer 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 per clause 13 of IS- 9523/2000. 150 mm x 80 mm Dia USOR 4.25 P-64

Providing & fixing following cast iron double flanged Sluice valves, as per IS : 14845-2000 fitted with cast iron cap including jointing & testing with cost of jointing material such as bolt ,nuts, rubber insertion etc all complete.150mm dia PN1.6 USOR 8.10 P-111

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 :13095-199 50mm dia CLASS PN 1.6 USOR 8.10 P-115

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 per approved specification and as directed by Engineer in charge.110mm dia.Item.no 17.22/p-229

90mm dia.Item.no 17.22/p-229

Provision for inter connection of old to new pipe line with excavation of trench as per requirement of any diameter & type of pipe line in muddy area i/c dewetering the trench laying & jointing of pipe and specials, back filling the trench i/c testing of joints cost of labour & specials such as D-Joints couplers,solvent cement etc, complete job work as per approved specification and as directed by Engineer in charge.USOR.Item.no.17.23 -P.no.229 110/110 mm dia

90/90 mm dia

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

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 of there 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

3.00m to 4.50m =3.14/4*d2*h=0.785*7.502*1.5=66.23cum

4.50m to 6.00m =3.14/4*d2*h=0.785*7.502*1.5=66.23cum

6.00m to 7.50m =3.14/4*d2*h=0.785*7.502*1.5=66.23cum

7.50m to8.50m =3.14/4*d2*h=0.785*7.502*1.0=44.15cum

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 of there 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

9.00m to 10.50m =3.14/4*d2*h=0.785*6.002*1.5=42.39cum

10.50m to 12.00m =3.14/4*d2*h=0.785*6.002*1.5=42.39cum

12.00m to 13.50m =3.14/4*d2*h=0.785*6.002*1.5=42.39cum

13.50m to 15.00m =3.14/4*d2*h=0.785*6.002*1.5=42.39cum

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 for shuttering 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 16.30(II)

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 16.25(a)

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 .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=43.823 USOR 16.24 a-i/ P-211

Filling available excavated earth excluding rock in trenches, plinth sides of for condition etc. in layers not exceeding 20cm. In depth consolidation 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). USOR 16.10a/208

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

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