Retrofitting Of Pwss Design , Construction And Retrofitting Of Piped Water Supply Scheme Under Jal Jeevan Mission At Village - 1 . Gulawat 2 . Mukata 3 . Mandot 4 . Nagpur 5 . Badarkha 6 . Khajuriya 7 . Bibikhedi 8 . Basandra 9 . Ratan Khedi Block Sanw

Tender Notice

25483792
Retrofitting Of Pwss Design , Construction And Retrofitting Of Piped Water Supply Scheme Under Jal Jeevan Mission At Village - 1 . Gulawat 2 . Mukata 3 . Mandot 4 . Nagpur 5 . Badarkha 6 . Khajuriya 7 . Bibikhedi 8 . Basandra 9 . Ratan Khedi Block Sanw
Indian
Madhya Pradesh
18-09-2020
05-10-2020
07-10-2020

Tender Details

Retrofitting Of Pwss Design , Construction And Retrofitting Of Piped Water Supply Scheme Under Jal Jeevan Mission At Village - 1 . Gulawat 2 . Mukata 3 . Mandot 4 . Nagpur 5 . Badarkha 6 . Khajuriya 7 . Bibikhedi 8 . Basandra 9 . Ratan Khedi Block Sanwer Distt . Indore Based On Tube Wells

Key Value

Document Fees
INR 20000 /-
EMD
INR 548959.00 /-
Tender Value
INR 5.48 Crore /-

BOQ Items

Name of Work: Design, Construction and Retrofitting of Piped Water Supply Scheme under Jal Jeevan Mission at Village - 1.Gulawat 2.Mukata 3.Mandot 4. Nagpur 5.Badarkha 6.Khajuriya 7. Bibikhedi 8.Basandra 9.Ratan khedi Block Sanwer Distt. Indore based on Tube wells including installation of electric submersible/centrifugal water motor pumps, Construction of 08 Nos. R.C.C. Overhead tanks (1 No.-125/15, 1 No.-125/12, 1 No.-100/15, 1 No.-75KL/15M, 2Nos- 75KL/12M, 1 No.-50KL/15M, 1 No.- 50KL/12M, staging), 09 Nos. sumpwells (20KL), pump houses, laying and jointing of rising main, distribution pipe line system, household tap connections, electric power connections at Tube wells including cost of all material and labour with testing commissioning thereafter 90 Days Trial Run of entire scheme
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Demolishing cement concrete manually / by mechanical means including disposal of material within 50 m lead as per direction of engineer-in- charge. \nNominal concrete 1:3:6 or richer mix (i/c equivalent design mix) USOR. Item.no.16.15.1-P.no.209 793.01 Cum
2 2 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. \nAll Kind of Soil. \n USOR. Item.no. 16.4 -P.no.207 9339.87 Cum
3 3 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. \n(a) In ordinary or Soft rock with or without blasting or\nbituminous pavement / cement concrete road. USOR. Item.no.16.6(a)-P.no.207 3528.8 Cum
4 4 Providing, Laying, Jointing & field testing of HDPE pipes, (High Density Polyethylene pipes) 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) \n 110 mm dia HDPE 10 Kg/cm² \nSOR.Item.no. 9.1 -P.no.122 3267 Mtr
5 5 Providing, Laying, Jointing & field testing of HDPE pipes, (High Density Polyethylene pipes) 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) \n90 mm dia HDPE 10 Kg/cm² \nSOR.Item.no. 9.1 -P.no.122 2050 Mtr
6 6 Providing, Laying, Jointing & field testing of HDPE pipes, (High Density Polyethylene pipes) 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) \n110 mm dia HDPE 6 Kg/cm² \nUSOR.Item.no. 9.1 -P.no.122 2250 Mtr
7 7 Providing, Laying, Jointing & field testing of HDPE pipes, (High Density Polyethylene pipes) 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) \n90mm dia HDPE 6 Kg/cm² \nUSOR.Item.no. 9.1 -P.no.122 27742 Mtr
8 8 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. \nHDPE pipes of any class 110 mm outer dia.\n(USOR No 16.3 page 207) 1150 Mtr
9 9 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. \nHDPE pipes of any class 90 mm outer dia.\n(USOR No 16.3 page 207) 10900 Mtr
10 10 Providing and supplying of HDPE pipes in 300/500/600 mtr coils or in legths, Grade PE 100, confirming to IS 4984-2016 at store or at site. \n40 mm dia \nUsor Item No. 9.15 First Ammendment 850 R. mtr
11 11 Providing and laying HDPE Bend 90º confirming to IS specifications. \n110 mm - 10 Kg / cm² \nUSOR.Item.no.9.2 -P.no.122 14 Each
12 12 Providing and laying HDPE Bend 90º confirming to IS specifications. \n90 mm - 10 Kg / cm² \nUSOR.Item.no.9.2 -P.no.122 4 Each
13 13 Providing and laying HDPE Bend 90º confirming to IS specifications. \n110 mm - 6 Kg / cm² \nUSOR.Item.no.9.2 -P.no.122 9 Each
14 14 Providing and laying HDPE Bend 90º confirming to IS specifications. \n90 mm - 6 Kg / cm² \nUSOR.Item.no.9.2 -P.no.122 53 Each
15 15 Providing and laying HDPE Bend 45º confirming to IS specifications. \n110 mm - 10 Kg / cm² \nUSOR.Item.no.9.3 -P.no.123 9 Each
16 16 Providing and laying HDPE Bend 45º confirming to IS specifications. \n90 mm - 10 Kg / cm² \nUSOR.Item.no.9.3 -P.no.123 8 Each
17 17 Providing and laying HDPE Bend 45º confirming to IS specifications. \n110 mm - 6 Kg / cm² \nUSOR.Item.no.9.3 -P.no.123 5 Each
18 18 Providing and laying HDPE Bend 45º confirming to IS specifications. \n90 mm - 6 Kg / cm² \nUSOR.Item.no.9.2 -P.no.123 39 Each
19 19 Providing and laying Equal HDPE Tee confirming to IS specification \n110 mm-10 Kg/cm² \nUSOR Item.no.9.4 -P.no.123 5 Each
20 20 Providing and laying Equal HDPE Tee confirming to IS specification \n90 mm-10 Kg/cm² \n USOR Item.no.9.4 -P.no.123 5 Each
21 21 Providing and laying Equal HDPE Tee confirming to IS specification \n110 mm-6 Kg/cm² \nUSOR Item.no.9.4 -P.no.123 6 Each
22 22 Providing and laying Equal HDPE Tee confirming to IS specification \n90 mm - 6 Kg / cm² \nUSOR Item.no.9.4 -P.no.123 43 Each
23 23 Providing and laying HDPE Reducer: confirming to IS specifications. \n110 mm 6 Kg / cm² \n USOR Item.no. 9.6 -P.no.124 13 Each
24 24 Providing and laying HDPE End Cap confirming to IS specifications. \n110 mm 6 Kg / cm² \nUSOR Item.no. 9.8 -P.no.124 6 Each
25 25 Providing and laying HDPE End Cap confirming to IS specifications. \n90 mm 6 Kg / cm²\nUSOR Item.no. 9.8 -P.no.124 80 Each
26 26 Providing butt fusion welded joint/joining by heating to the ends with the help of Teflon coated electric mirror/heater ends together etc. by thermosetting processes to HDPE Pipe and specials. (6 kg. 8 kg. 10 kg.) (50 mm & above fusion jointed & below 50 mm mechanical jointed) including testing \n110 mm dia \nUSOR. Item.no. 9.7 -P.no.124 51 Each
27 27 Providing butt fusion welded joint/joining by heating to the ends with the help of Teflon coated electric mirror/heater ends together etc. by thermosetting processes to HDPE Pipe and specials. (6 kg. 8 kg. 10 kg.) (50 mm & above fusion jointed & below 50 mm mechanical jointed) including testing\n90 mm dia \nUSOR. Item.no. 9.7 -P.no.124 321 Each
28 28 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\ninsertions etc. all complete\n100 mm class PN 1.6 \nUSOR Item no. 4.41 page 71 12 Nos.
29 29 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\ninsertions etc. all complete\n100 mm class PN 1.0 \nUSOR Item no. 4.41 page 71
30 30 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\ninsertions etc. all complete\n80 mm Class PN 1.6 \nUSOR Item no. 4.41 page 71 44 Nos.
31 31 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\ninsertions etc. all complete \n80 mm Class PN 1.0 \nUSOR Item no. 4.41 page 71 2 Nos.
32 32 Providing & fixing following cast iron single 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, \n25 mm dia PN 1.6 \nUSOR. Item.no.8.8 -P.no 114 11 Each
33 33 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) \n100 mm dia PN 1.0 \nUSOR Item.no.8.4a -P.no 113 7 Each
34 34 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) \n80 mm dia PN 1.0 \nUSOR Item.no.8.4a -P.no 113 7 Each
35 35 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 pressure rated SDR 11 with min PN 12.5 rated for water application and shall be inclusive of all cost such as testing, inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete.Spigot Long Neck Pipe End (Stub End) for Electro Fusion Joint \n110 mm \nUSOR Item no. 9.14.6.4 page no.132\n 18 Nos.
36 36 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 pressure rated SDR 11 with min PN 12.5 rated for water application and shall be inclusive of all cost such as testing, inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete. Spigot Long Neck Pipe End (Stub End) for Electro Fusion Joint \n90 mm \nUSOR Item no. 9.14.6.3 page no.132\n 88 Nos.
37 37 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 pressure rated SDR 11 with min PN 12.5 rated for water application and shall be inclusive of all cost such as testing, all taxes related to central state & municipal, inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete. \nElectro Fusion Coupler 110mm \nUSOR Item.no.9.14.1.9 -P.no.129 10 Each
38 38 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 pressure rated SDR 11 with min PN 12.5 rated for water application and shall be inclusive of all cost such as testing, all taxes related to central state & municipal, inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete. \nElectro Fusion Coupler 90mm \nUSOR Item.no.9.14.1.8 -P.no.129 68 Each
39 39 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 pressure rated SDR 11 with min PN 12.5 rated for water application and shall be inclusive of all cost such as testing, all taxes related to central state & municipal, inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete.\nElectro Fusion Equal Tee 110mm \nUSOR Item.no.9.14.2.9 -P.no.130 5 Each
40 40 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 pressure rated SDR 11 with min PN 12.5 rated for water application and shall be inclusive of all cost such as testing, all taxes related to central state & municipal, inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete.\nElectro Fusion Equal Tee 90mm \nUSOR Item.no.9.14.2.8 -P.no.130 53 Each
41 41 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 pressure rated SDR 11 with min PN 12.5 rated for water application and shall be inclusive of all cost such as testing, all taxes related to central state & municipal, inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete. \nElectro Fusion Elbow 90 Deg.110mm \nUSOR Item.no.9.14.3.9 -P.no.130 8 Each
42 42 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 pressure rated SDR 11 with min PN 12.5 rated for water application and shall be inclusive of all cost such as testing, all taxes related to central state & municipal, inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete. \nElectro Fusion Elbow 90 Degree 90mm \nUSOR Item.no.9.14.3.8 -P.no.130 51 Each
43 43 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 pressure rated SDR 11 with min PN 12.5 rated for water application and shall be inclusive of all cost such as testing, all taxes related to central state & municipal, inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete. \nElectro Fusion Reducer110 x 90mm \nUSOR Item.no.9.14.4.8 -P.no.131 11 Each
44 44 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 with - \n(2) Heavy Duty SFRC chamber cover with frame size 150cmx120cmx10cm including cost of materials, labour etc. complete. 17.45.2 Second Ammendment 19 No
45 45 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 90x60x100cm with - \n(2) Heavy Duty SFRC chamber cover with frame size 130cmx100cmx10cm including cost of materials, labour etc. complete. 17.46.2 Second Ammendment 45 No
46 46 Providing and laying mechanically mixed cement concrete 20 mm nominal size graded crushed stone excluding cost of centering and shuttering. \nIn plinth and foundation M-15 (1:2:4) \nUSOR. Item.no.16.23a.ii.-P.no. 210 794.64 cum
47 47 Filling available excavated earth in trenches, lead up to 50m and lift upto 1.5 m in all kind of soil excluding watering and ramming. \nUSOR. Item.no. 16.10b -P.no 208 13210.4 Cum
48 48 Fabrication of M.S. pipes & specials from steel plates as per relevant IS specifications inclusive of cost of all materials, for any\nthickness as per design, inspection charges, testing, transit insurance, loading/ unloading, FOR site and stacking etc. complete as per direction of the Engineer in charge. fabricating of pipes and specials from steel plates \nUSOR Item.no.10.2 -P.no 139 500 Kgs
49 49 Providing and making Consumer Service Connection (Functional House Hold Taps Connection) from HDPE pipe with the help of electrofusion machine including all labour and material such as electrofusion Saddle, barss ferrule ( Not less than 100 gm in weight)/MDPE Ferrule /Flow control valve, double compression elbow, male/female threaded adopter with metal insert, sockets, MDPE union 20mm dia/ GI Union 15 mm dia (medium class), brass/ SS tap etc all complete and all items/ fittings shall be complying with the relevant BIS codes. Rates also includes excavation, cutting of road if required, refilling the trenches and restoration of road with minimum M-20 (1:1.5:3) grade CC are equivalent grade of existing CC cutting for providing tap connection (whichever is richer) construction of Platform and grouting of circular post neat finished as per the drawing attached, testing all complete items. \nFor 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)\nU.S.O.R. Item No. 17.41.3 Second Ammendment 1257 Each
50 50 Providing and making Consumer Service Connection (Functional House Hold Taps Connection) from HDPE pipe with the help of electro fusion machine including all labour and material such as Electro fusion Saddle, brass ferrule (Not less than 100 gm in weight)/MDPE ferrule/flow control valve, double compression elbow, male/female threaded adopter with metal insert, sockets, MDPE union 20mm dia/GI union 15 mm dia (medium class), brass/SS tap 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), construction of Platform and grouting of circular post neat finished as per the drawing attached, testing all complete items. \nFor connection with 20 mm dia MDPE pipe upto 5 meter and CONCRETE ROAD CROSSING is necessary.\nU.S.O.R. Item No. 17.41.1 Second Ammendment 645 Each
51 51 Providing and making Consumer Service Connection (Functional House Hold Taps Connection) from HDPE pipe with the help of electro fusion machine including all labour and material such as Electro fusion Saddle, brass ferrule (Not less than 100 gm in weight)/MDPE ferrule/flow control valve, double compression elbow, male/female threaded adopter with metal insert, sockets, MDPE union 20mm dia/GI union 15 mm dia (medium class), brass/SS tap 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), construction of Platform and grouting of circular post neat finished as per the drawing attached, testing all complete items. \nFor connection with 20 mm dia MDPE pipe more than 5 meter & upto 10 meter and CONCRETE ROAD CROSSING is necessary.\nU.S.O.R. Item No. 17.41.2 Second Ammendment 312 Each
52 52 Providing and making Consumer Service Connection (Functional House Hold Taps Connection) from HDPE pipe with the help of electrofusion machine including all labour and material such as electrofusion Saddle, barss ferrule ( Not less than 100 gm in weight)/MDPE Ferrule /Flow control valve, double compression elbow, male/female threaded adopter with metal insert, sockets, MDPE union 20mm dia/ GI Union 15 mm dia (medium class), brass/ SS tap etc all complete and all items/ fittings shall be complying with the relevant BIS codes. Rates also includes excavation, cutting of road if required, refilling the trenches and restoration of road with minimum M-20 (1:1.5:3) grade CC are equivalent grade of existing CC cutting for providing tap connection (whichever is richer) construction of Platform and grouting of circular post neat finished as per the drawing attached, testing all complete items. \nFor connection with 20 mm dia MDPE pipe upto 5 meter and road (OTHER THAN CONCRETE ROAD) crossing is necessary.\nU.S.O.R. Item No. 17.41.4 Second Ammendment 157 Each
53 53 Providing and making Consumer Service Connection (Functional House Hold Taps Connection) from HDPE pipe with the help of electrofusion machine including all labour and material such as electrofusion Saddle, barss ferrule ( Not less than 100 gm in weight)/MDPE Ferrule /Flow control valve, double compression elbow, male/female threaded adopter with metal insert, sockets, MDPE union 20mm dia/ GI Union 15 mm dia (medium class), brass/ SS tap etc all complete and all items/ fittings shall be complying with the relevant BIS codes. Rates also includes excavation, cutting of road if required, refilling the trenches and restoration of road with minimum M-20 (1:1.5:3) grade CC are equivalent grade of existing CC cutting for providing tap connection (whichever is richer) construction of Platform and grouting of circular post neat finished as per the drawing attached, testing all complete items. \nFor connection with 20 mm dia MDPE pipe more than 5 meter & upto 10 meter and road (OTHER THAN CONCRETE ROAD) crossing is necessary.\nU.S.O.R. Item No. 17.41.5 Second Ammendment 79 Each
54 54 Deduct from item no 17.41 to 17.44 if platform and parapet is not constructed
55 55 Deduct from item no 17.41 to 17.44 if grouting in post not done.
56 56 Supplying & Installation of Energy efficient 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 etc. as required as per specifications but excluding pipe and connection cable. \n10 H.P. with 20 stages, Head Mt. 184-80 Discharge LPM 60-270 \nUSOR. Item.no.24.20.106(ix)-P.no. 267 21 Nos.
57 57 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.\n3.0 H.P. Head Mt.15-24, Discharge LPM 300 \nUSOR. Item.no.24.20.113(i)-P.no. 268 18 No
58 58 Supplying & Installation of Energy efficient five star BEE rating ISI Marked required capacity of Single Phase, 50 Hz, 220 V, deep well submersible pump Stainless Steel body, suitable for 4"/ 6" tube well with Control Panel Starter suitable for Submersible pump with dry run protection, connections, including clamps, bore cap etc. as required as per specifications but excluding pipe, SS/Nylon rope and connection cable. \n3 H.P. with 20 to 22 stages, Head Mt. 167-51 Discharge LPM 25-90 \nUSOR. Item.no.24.20.105 (xviii)-P.no. 266 5 Each
59 59 Supplying and laying of submersible flat cable ISI marked 3 core copper wire of suitable size with proper clamping of approved make. \n6 Sq mm Multi Strand \nUSOR. Item.no.24.20.107(iii)-P.no. 267 2595 mtr
60 60 Supplying and laying of submersible flat cable ISI marked 3 core copper wire of suitable size with proper clamping of approved make. \n4 Sq mm Multi Strand \nUSOR. Item.no.24.20.107(ii)-P.no. 267 1110 mtr
61 61 Supplying and laying of submersible flat cable ISI marked 3 core copper wire of suitable size with proper clamping of approved make. \n2.5 Sq mm Multi Strand \nUSOR. Item.no.24.20.107(ii)-P.no. 267
62 62 Supplying and laying of approved Make Nylon rope 12mm thick complete with binding for support of pump and motor\nUSOR. Item.no.24.20.108-P.no. 267 900 Mtr
63 63 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. \n50 mm dia, class medium with heavy duty seamless sockets \nUSOR. Item.no17.38.1 second ammendment 2340 Mtr
64 64 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 joints, cost of pipes, specials and jointing materials all complete. Pipes and sockets conforming to IS- 1239/2011 Part- II \n80mm dia \nUSOR. Item.no 6.1Pg.no. 86 270 Mtr
65 65 Supplying and installation of energy efficient 5 star rated BEE rating ISI marked required capacity three phase centrifugal mono block inline booster pump set excluding cable and panel board \n15-20 M head and 350 LPM TO 270 LPM , 2 H.P. \nUSOR. Item.no17.37.3 second ammendment 4 No
66 66 Labour only for taking out of three phase submersible pumping set from the tube well with pipe line assembly, electrical cable, testing etc. complete i/c disconnecting the electrical cable from pump & starter . \nAbove 7.5 HP to 12.5 HP - Depth up to 150 mtr. (USOR. Item.no 24.18.3 (II) Pg.no. 258 ) 10 Nos.
67 67 Labour only for lowering of three phase submersible pumping set in the tube well with pipe line assembly, electrical cable, testing etc. complete i/c connecting the electrical cable from pump & starter. \nAbove 7.5 HP to 12.5 HP - Depth up to 150 mtr. \n( Usor I.No. 24.18.4 (II) Pg.no. 258 ) 10 Nos.
68 68 Labour only for taking out of single phase submersible pumping set of capacity 1 to 3 HP from the tube well with flexible/rigid pipeline assembly, electrical cable, nylone rope testing etc. complete i/c connecting the electrical cable from pump & starter. \nDepth up to 150 mtr. \n(Usor I.No. 24.18.1 Pg.no. 258) 9 Nos.
69 69 Design, drawing, construction, testing and commissioning of Elevated Service Reservoir/ Over Head Tank (ESR/OHT) with all necessary fittings as mentioned in relevant chapter of USOR, IS codes and departmental guidelines. Complete turn key job for following capacities with 9/12/15 meter staging height from GL :-\n50 KL staging 12 mt.\nUsor I.No. 26.1.1 Second Ammendment capacity 1 Nos.
70 70 Design, drawing, construction, testing and commissioning of Elevated Service Reservoir/ Over Head Tank (ESR/OHT) with all necessary fittings as mentioned in relevant chapter of USOR, IS codes and departmental guidelines. Complete turn key job for following capacities with 9/12/15 meter staging height from GL :-\n50 KL staging 15 mt.\nUsor I.No. 26.1.1 Second Ammendment capacity 1 Nos.
71 71 Design, drawing, construction, testing and commissioning of Elevated Service Reservoir/ Over Head Tank (ESR/OHT) with all necessary fittings as mentioned in relevant chapter of USOR, IS codes and departmental guidelines. Complete turn key job for following capacities with 9/12/15 meter staging height from GL :-\n75 KL staging 12 mt\nUsor Item No. 26.1.2 Second Ammendment capacity . 2 Nos.
72 72 Design, drawing, construction, testing and commissioning of Elevated Service Reservoir/ Over Head Tank (ESR/OHT) with all necessary fittings as mentioned in relevant chapter of USOR, IS codes and departmental guidelines. Complete turn key job for following capacities with 9/12/15 meter staging height from GL :-\n75 KL staging 15 mt\nUsor Item No. 26.1.2 Second Ammendment capacity . 1 Nos.
73 73 Design, drawing, construction, testing and commissioning of Elevated Service Reservoir/ Over Head Tank (ESR/OHT) with all necessary fittings as mentioned in relevant chapter of USOR, IS codes and departmental guidelines. Complete turn key job for following capacities with 9/12/15 meter staging height from GL :-\n100 KL staging 15 mt.\nUsor Item No. 26.1.4 Second Ammendment 1 Nos.
74 74 Design, drawing, construction, testing and commissioning of Elevated Service Reservoir/ Over Head Tank (ESR/OHT) with all necessary fittings as mentioned in relevant chapter of USOR, IS codes and departmental guidelines. Complete turn key job for following capacities with 9/12/15 meter staging height from GL :-\n125 KL staging 12 mt.\nUsor Item No. 26.1.4 Second Ammendment 1 Nos.
75 75 Design, drawing, construction, testing and commissioning of Elevated Service Reservoir/ Over Head Tank (ESR/OHT) with all necessary fittings as mentioned in relevant chapter of USOR, IS codes and departmental guidelines. Complete turn key job for following capacities with 9/12/15 meter staging height from GL :-\n125 KL staging 15 mt.\nUsor Item No. 26.1.4 Second Ammendment 1 Nos.
76 76 Design, drawing, construction, testing and commissioning of GSR/Sumpwell of following capacities with all necessary fittings and accessories as mentioned in the relevant chapter of USOR, IS codes and departmental circulars. Complete turn key job for following capacities :-\n20 KL, \nUsor Item no. 26.2.1 Second Ammendment 9 Job
77 77 Design and Construction of RCC framed brick masonary pump house over the sump with all necessary fittings and requirment as mentioned in relevant chapter of USOR, IS codes and departmental guidelines. Complete turn key job. \nThis item will only be used with item no 26.2 only in cases where pumphouse to be constructed above the proposed sumpwell. \nUsor item no.26.3 Second Ammendment 9 Job
78 78 Supply & errection of ready made mini pump house (control pannel box) GI sheet of 18 gauge of size 90cmx90cmx60cm with 40x40x5mm angle Iron frame to fix it 200 mm below ground level with hold fasts grouted in foundation and 600mm above ground level for clearance suitable for fixing of conrol pannel, fuse unit, main switch etc. as per aproved specification. \nUSOR. Item.no.17.18-P.no. 228 12 Each
79 79 Provision for Jointing of TW to Rising Main with cost of material / Specials such as GI Union /CI Flange, GI Reducer,50 mm NRV, UPVC MTA,FTA etc as per requirement of Site i/c cost of labour etc complete.as per approved specification and as directed by engineer incharge. \nUSOR. Item.no.17.19-P.no. 228 14 Job
80 80 Provision for Jointing of Rising Main to Sumpwell/ OHT and OHT to Distribution Pipe Line with cost of material / Specials such as Bends,MTA,FTA,Tee,flange,etc as per requirement of Site with excavation , labour as per requirement complete.as per approved specification and as directed by engineer incharge. \nUSOR. Item.no.17.20-P.no. 229 9 Job
81 81 Providing and installation of automatic water level indicator for supervisory control cum auto on/off of motor pump assembly inclusive of control panel ,500 mtr long 2 core ,4 pair cable for small rural water supply scheme, having source within 500mtr as per approved specification and as directed by Engineer in charge.(In case of lesser length of cable,equivalent amount @ Rs\n12 /-per meter of short length will be deducted from above rate) Usor.Item.no.17.12.-P.no. 226 5 Job
82 82 Providing and installation of automatic water level indicator for supervisory control cum auto on/off panel of motor pump assembly, using GSM module based water level controller and accessories for small water supply scheme, having source more than 500mtr but within 10 Kms as per approved specification and as directed by Engineer in charge \nUsor.Item.no.17.12.-P.no. 226 4 Each
83 83 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\nsearching 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\nspecification and as directed by Engineer in charge.\n110 mm dia .\nUSOR. Item.no.17.22 P No 229 7 Nos.
84 84 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\nsearching 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\nspecification and as directed by Engineer in charge.\n 90 mm dia\nUSOR. Item.no.17.22 P No 229 15 Nos.
85 85 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. \nUSOR Item No. 17.28 P No.230 18 Each
86 86 Provision for Repairing of submerssible pump of any diameter i/c cost of material, labour, transportation etc. in case of breakdown maintenance as per approved specification and as directed by Engineer in charge \nUSOR Item No. 17.26 P No.230 11 Each
87 87 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 \nUSOR Item No. 17.27 P No.230 11 Each
88 88 Provision for Rewinding 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. \nUSOR Item No. 17.25 P No.230 11 Each
89 89 Supply, delivery , erection,testing and commissioning of the micro processor based water disinfection equipment using Oligodynamic technology as per detailed specifications mentioned in the NIT . \nCapacity - 10000 LPH.\n 6 job
90 90 Supply, delivery , erection,testing and commissioning of the micro processor based water disinfection equipment using Oligodynamic technology as per detailed specifications mentioned in the NIT . \nCapacity - 15000 LPH.\n 3 job
91 91 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 1:2:4.2.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.3. 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.\n USOR Item No. 17.46 Second ammendment 9 Each
92 92 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 : \nM-20 (Nominal Mix 1:1.5:3)\nPHE USOR Item no.16.24a(i )/211 \n 23.6 Cum
93 93 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. \nUSOR. Item.no.16.25a.-P.no. 211 2210.96 kg
94 94 Centering and shuttering including strutting, propping etc. and removal of form for : \nWalls (any thickness) including Foundations, footings, bases of columns, etc. for concrete up to plinth level. \nPHE USOR Item no.16.30 i /214 96 Sqm
95 95 Centering and shuttering including strutting, propping etc. and removal of form for : \nWalls (any thickness) including attached pilasters butteresses, plinth beams and string courses etc.up to plinth level. \nPHE USOR Item no.16.30 ii/214 116.16 Sqm
96 96 Centering and shuttering including strutting, propping etc. and removal of form for : \nWalls (any thickness) including Columns, Pillars, Piers, Abutments, Posts and Struts. \nPHE USOR Item no.16.30 v /214 77.76 Sqm
97 97 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 size graded stone aggregate.\nNominal Mix -1 Cement : 3 sand : 6 graded stone aggregate (M 10) \nPHE USOR Item no.16.23(a) i /210\n 6.4 Cum
98 98 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters,columns, pillars, posts, 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, shuttering and finishing : With 20mm nominal size graded stone aggregate \nM 20 - Grade concrete - Coping\nPHE USOR Item no.16.23(a) iii /210 2.4 Cum
99 99 Brick work with well brunt open bhatta, bricks, crushing strength not less than 20 kg / cm2 and water absorption not more than 25 % in superstructure above plinth level and up to floor two level i/c curing etc complete. \nCement Mortar 1:6 (1 cement : 6 sand)\nPHE USOR Item no.16.28 f (iv) / 213 \n 29.84 Cum
100 100 12mm thick cement plaster in single coat including finishing even, smooth and curing complete. : \n 1:6 (1 cement : 6 sand) \nPHE USOR Item no.16.29 a iv/214 444 Sqm
101 101 Finishing walls with Acrylic Smooth exterior paint of required shade: \nNew work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). \nPHE USOR Item no.16.42 i /216 477.6 Sqm
102 102 Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. \nPHE USOR Item no.16.10(a)/208 \n 70.48 Cum
103 103 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.\nPHE USOR Item no.16.25 c/211 \n 1200 Kg
104 104 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. \nPHE USOR Item no.16.43 i/216 \n\n 36 Sqm
105 105 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 : \nM-20 (Nominal Mix 1:1.5:3)\nPHE USOR Item no.16.24 b (i) /211 \n 7.68 Cum
106 106 Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction[ of approved size, design and shape, 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.\nMP PWD SOR No. 11.75 P.No. 210 1200 Sq.M.
107 107 11 KV line on 140 kg. 8.0 Mtrs. Long PCC Poles with rabbit conductor average span of 70 mtr. in rural area.\n(Schedule Ref. C-1.2 of MPPKVVCL for SOR 2019-20) 5 Km
108 108 11 KV D.P. Structures on 140 kg. 8.0 mtr. Long single PCC poles for tapping DP. \n(Schedule Ref. C-5.2 of MPPKVVCL for SOR 2019-20) 5 Each
109 109 One KM. L.T. LINES 3 PHASE 5 WIRE ON PCC SUPPORTS USING 1100 Volts Grade A.B. Cable 3 X 16+1x16+1x25 Sq.mm. XLPE WITH MAXIMUM SPAN OF 50 METERS \n(Schedule Ref. D-2.1 of MPPKVVCL for SOR 2019-20) 3.93 Km
110 110 11/0.4 KV, 25 KVA out-door transformer sub-station. \n25 KVA on 140 kg. 8.0 meter long PCC Pole.\n(Schedule Ref. E-1.1 of MPPKVVCL for SOR 2019-20 )\n 16 Each
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