Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Eprocure
Opening Date21 Jan 2021
Closing Date4 Feb 2021
Tender Amount₹ 7,49,96,000
Costs
EMD
₹ 7,50,000Document Cost
₹ 20,000Tender Fee
₹ 1,534
Description
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Contact
Tender Id
2021_PHED_124977_1Bid Award Id
ViewTender No
NIT No 28/Pro Cell/ CE/PHED/2020-21/ IndoreTender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
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Documents
BOQ Items
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
1109
-
745
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
1109
-
4695
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, 100 mm dia, USOR.Item.no. 4.1/51
2598
-
927
Providing, Laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) 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) USOR.Item.no. 9.1 -P.no.122 ,90 mm dia HDPE 6 Kg/cm²
73793
-
232
Providing, Laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) 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) USOR.Item.no. 9.1 -P.no.122,110 mm dia HDPE 6 Kg/cm²
7516
-
388
Providing, Laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) 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) USOR.Item.no. 9.1 -P.no.122, 160 mm dia HDPE 6 Kg/cm²
5612
-
753
Providing, Laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) 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) USOR.Item.no. 9.1 -P.no.122,90 mm dia HDPE 10 Kg/cm²
314
-
353
Providing, Laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) 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) USOR.Item.no. 9.1 -P.no.122,110 mm dia HDPE 10 Kg/cm²
3717
-
518
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 dia, USOR 16.3 P-207
220
-
451
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-110 mm outer dia, USOR 16.3 P-207
80
-
492
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, PN 10, 80mm dia, USOR 4.41 D- 71
53
-
6486
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, PN 10,100 mm dia, USOR 4.41 D- 71
17
-
8717
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, PN 10,150 mm dia, USOR 4.41 D- 71
6
-
13296
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, PN 10,200 mm dia, USOR 4.41 D- 71
-
-
-
Providing and Laying including testing ductile iron PN 10 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. 100 mm Dia, USOR 4.7 P-54
2
-
914.4
Providing and Laying including testing ductile PN 10 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
2
-
1016.1
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
2
-
1126
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
2
-
1024
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
2
-
921
Providing and Laying including testing Ductile Iron All socket Tees 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 100 mm Dia, USOR 4.21 P-61
2
-
1536
Providing & fixing following cast iron double flanged single door reflux (non return) valves including jointing & testing with cost of jointing material such as bolts,nuts and rubber insertion all complete as per IS :5312 (Part I) 100 MM Dia 8.4 a P-111
16
-
3745
Providing and fixing following check (non-return) valves Class- II, confirming to IS-778/1984 (Reaffirmed 2005) female ends, tested to 21.09 kg/sq.cmt. 50 mm dia USOR item 6.5 P 89
16
-
4045
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-73
12
-
6137
Providing and laying including testing Bend 90̊ confirming to IS specifications.USOR.Item.no.9.2 -P.no.122. 90mm dia 6 kg/sq.cm
435
-
199
Providing and laying including testing Bend 90̊ confirming to IS specifications. USOR.Item.no.9.2 -P.no.122
110 mm dia 6 kg/sq.cm
25
-
264
Providing and laying including testing Bend 90̊ confirming to IS specifications. USOR.Item.no.9.2 -P.no.122
160 mm dia 6 kg/sq.cm
12
-
737
Providing and laying Bend 45 confirming to IS specifications. USOR.Item.no.9.4 -P.no.123
90mm dia 6 kg/sq.cm
208
-
210
Providing and laying Bend 45 confirming to IS specifications. USOR.Item.no.9.4 -P.no.123
110mm dia 6 kg/sq.cm
11
-
312
Providing and laying equal tee confirming to IS specifications. USOR.Item.no.9.4 -P.no.123
90 mm dia 6 kg/sq.cm
102
-
300
Providing and laying equal tee confirming to IS specifications. USOR.Item.no.9.4 -P.no.123
110 mm dia 6 kg/sq.cm
8
-
439
Providing and laying pipe end confirming to IS specifications. USOR.Item.no.9.5 -P.no.123
90 mm dia 6 kg/sq.cm
103
-
138
Providing and laying pipe end confirming to IS specifications. USOR.Item.no.9.5 -P.no.123
110 mm dia 6 kg/sq.cm
32
-
175
Providing and laying pipe end confirming to IS specifications. USOR.Item.no.9.5 -P.no.123
160 mm dia 6 kg/sq.cm
12
-
348
Providing and laying reducer confirming to IS specifications. USOR.Item.no.9.6 -P.no.124
90 mm dia 6 kg/sq.cm
49
-
125
Providing and laying reducer confirming to IS specifications. USOR.Item.no.9.6 -P.no.124
110 mm dia 6 kg/sq.cm
24
-
127
Providing and laying reducer confirming to IS specifications. USOR.Item.no.9.6 -P.no.124
160 mm dia 6 kg/sq.cm
6
-
206
Supply & Filling moorum for pipe bedding or over the pipe ( including supply of moorum ) PHE USOR Item 16.11 A Page 208
540
-
643
Providing and laying including testing End Cap confirming to IS specifications. USOR.Item.no.9.8 -P.no.124 ,90 mm dia 6 kg/sq.cm
121
-
105
Providing and laying including testing End Cap confirming to IS specifications. USOR.Item.no.9.8 -P.no.124 , 110 mm dia 6 kg/sq.cm
8
-
110
Providing and Supplying of HDPE Pipes in Coils or in lengths, Grade PE 80, PN 12.5 Conforming to IS 4984-2016 at store or at site. 40 mm dia. LUN rate
240
-
56.23
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. Electro Fusion Coupler 90mm ,USOR Item no. 9.14.1.8 - P.no.129
40
-
476
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 ratedSDR 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. Electro Fusion Coupler 110mm ,USOR Item no.9.14.1.9 -P.no.129
24
-
678
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
15
-
2700
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
9
-
4500
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 - Heavy Duty SFRC chamber cover with frame size 130cm x 100cm x 10cm including cost of materials, labour etc. complete. USOR item no. 17.46.2, Amdt Page no 7)
92
-
5100
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
45964
-
24
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 100.00 mm (I.D) Thickness of pipe 6mm USOR.Item.no. 10.1.1 P - 136
40
-
1030
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. 10.1.1 P - 136
40
-
1515
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 For connection with 15 mm dia GI Pipe upto 5 meter and CONCRETE ROAD CROSSING is necessary. USOR 2nd ADDENDUM OF Issued vide order no. 254 dt 06.08.2020 USOR 17.42.1, P-5
172
-
2980
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 USOR 17.42 P-5 For connection with 15 mm dia GI Pipe upto 5 meter and CONCRETE ROAD CROSSING is necessary. For connection with 15 mm dia GI pipe more than 5 meter & upto 10 meter and CONCRETE ROAD CROSSING is necessary.USOR 2nd ADDENDUM OF Issued vide order no. 254 dt 06.08.2020 USOR 17.42.2, P-5
192
-
3410
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. For connection with 15 mm dia GI Pipe upto 5 meter and CONCRETE ROAD CROSSING is necessaryFor connection with 15 mm dia GI pipe upto 5 meter and road crossing is not required. (Distribution pipe line is on the same side of house).USOR 2nd ADDENDUM OF Issued vide order no. 254 dt 06.08.2020 USOR 17.42.3, P-5
1473
-
2280
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. For connection with 15 mm dia GI Pipe upto 5 meter and CONCRETE ROAD CROSSING is necessaryFor connection with 15 mm dia GI pipe upto 5 meter and road (OTHER THAN CONCRETE ROAD) crossing is necessary. USOR 2nd ADDENDUM OF Issued vide order no. 254 dt 06.08.2020 USOR 17.42.4, P-5
325
-
2450
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 M20 (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 , 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 2nd ADDENDUM OF Issued vide order no. 254 dt 06.08.2020 Item.no.17.41.3 -P.no. 5
105
-
2030
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 M20 (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 . For connection with 20 mm dia MDPE pipe upto 5 meter and road (OTHER THAN CONCRETE ROAD) crossing is necessary..USOR 2nd ADDENDUM OF Issued vide order no. 254 dt 06.08.2020 Item.no.17.41.4 -P.no. 5
19
-
2120
Design, drawing, construction, testing and commissioning of Elevated Service Reservoir/ Over Head Tank (ESR/OHT) with all necessary fitting 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 :- (26.1.10 ) 50 Kilo Litres 12 MTR STAGING USOR 2nd ADDENDUM OF Issued vide order no. 254 dt 06.08.2020 USOR 26.1 P 14
2
-
1107000
Design, drawing, construction, testing and commissioning of Elevated Service Reservoir/ Over Head Tank (ESR/OHT) with all necessary fitting 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 :- (26.1.10 ) 75 Kilo Litres 12 MTR STAGING USOR 2nd ADDENDUM OF Issued vide order no. 254 dt 06.08.2020 USOR 26.1.2 P 14
1
-
1377000
Design, drawing, construction, testing and commissioning of Elevated Service Reservoir/ Over Head Tank (ESR/OHT) with all necessary fitting 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 :- (26.5.10 ) 150 Kilo Litres 15 MTR STAGING USOR 2nd ADDENDUM OF Issued vide order no. 254 dt 06.08.2020 USOR 26.1 P 14
1
-
1908900
Design, drawing, construction, testing and commissioning of Elevated Service Reservoir/ Over Head Tank (ESR/OHT) with all necessary fitting 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 :- (26.1.5 ) 150 Kilo Litres 9 MTR STAGING USOR 2nd ADDENDUM OF Issued vide order no. 254 dt 06.08.2020 USOR 26.1.5 P 14
1
-
1727100
Design, drawing, construction, testing and commissioning of Elevated Service Reservoir/ Over Head Tank (ESR/OHT) with all necessary fitting 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 :- (26.1.4 ) 125 Kilo Litres 9 MTR STAGING USOR 2nd ADDENDUM OF Issued vide order no. 254 dt 06.08.2020 USOR 26.1.4 P 14
1
-
1539000
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 P 17
2
-
385000
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 :- 30 Kilo Litres USOR 2nd ADDENDUM OF Issued vide order no. 254 dt 06.08.2020 2 USOR 26.2 P 17
2
-
325000
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 Kilo Litres USOR 2nd ADDENDUM OF Issued vide order no. 254 dt 06.08.2020 USOR 26.2 P 17
4
-
289000
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
7
-
85000
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. MPPWD SOR Item 2.6 page 22
192
-
116.1
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 MPPWD SOR Item 2.7.1 page 22
48
-
182.7
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 68
5928.24
-
56.61
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 65
81.92
-
4681.8
Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters butteresses, plinth beams and string courses etc.up to plinth level. MPPWD SOR Item 5.9 page 66
358.4
-
240.3
Lintels, beams, girders, bressumers and cantilevers. - Coping sides MPPWD SOR Item 5.9.5 page 66
84.8
-
204.3
Foundations, footings, bases of columns, etc. for concrete up to plinth level.MPPWD SOR Item 5.9.1 page 66
96
-
156.6
Columns, Pillars, Piers, Abutments, Posts and Struts. MPPWD SOR Item 5.9.6 page 66
300.8
-
320.4
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.Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate (M 10)
MPPWD SOR Item 4.1.1.4 page 45
16
-
3501
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.M 20 - Grade concrete - Coping MPPWD SOR Item 4.2.1.2 page 45
8.48
-
4659.3
Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg / cm2 and water absorpt ion 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 85
114.48
-
3915
12 mm cement plaster of mix :1:6 (1 cement : 6 sand) MPPWD SOR Item 13.1.2 page 244
1687.2
-
99
Finishing walls with Acrylic Smooth exterior paint of required shade: New 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). MPPWD SOR Item 13.55.1 page 250
444
-
78.3
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. MPPWD SOR Item 2.25 page 26
178.72
-
64.8
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 10.2 page 178
2000
-
61.83
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. MPPWD SOR Item 13.69.1 page 252
228.8
-
69.3
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 . MP PWD SOR No. 11.75 P. NO. 210
1400
-
527.4
Fabrication, providing and fixing of typical information board of size 2.40 m x 1.80 m made out as detailed below -
1. 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 II Amdt USOR 17.47 P-7
8
-
27000
Supply, delivery, erection and commissioning of the micro processor based water disinfection equipment using silver ionization process based on Oligodynamic technology as per detailed specifications mentioned in the NIT, 15000 LPH capacity.Rates as per CE PHED Indore Zone indore Letter No. 160 Dt 25.07.2020
4
-
109001
Supply, delivery, erection and commissioning of the micro processor based water disinfection equipment using silver ionization process based on Oligodynamic technology as per detailed specifications mentioned in the NIT, 10000 LPH capacity.Rates as per CE PHED Indore Zone indore Letter No. 160 Dt 25.07.2020
2
-
100800
Supply, delivery, erection and commissioning of the micro processor based water disinfection equipment using silver ionization process based on Oligodynamic technology as per detailed specifications mentioned in the NIT, 5000 LPH capacity.Rates as per CE PHED Indore Zone indore Letter No. 160 Dt 25.07.2020
1
-
56300
Supply, delivery, erection and commissioning of the micro processor based water disinfection equipment using silver ionization process based on Oligodynamic technology as per detailed specifications mentioned in the NIT, 3000 LPH capacity.Rates as per CE PHED Indore Zone indore Letter No. 160 Dt 25.07.2020
1
-
53900
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.55-13, Discharge LPM 120-510, USOR.Item.no. 24.20.106 P.no.267
2
-
39914
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 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.Item.no. 24.20.106 P.no.267
6
-
68414
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 etc. as required as per specifications but excluding pipe and
connection cable.) 5 H.P. with 10 to 11 stages, Head Mt. 101-40, Discharge LPM 60-270 USOR 24.20.106 P- 267
2
-
45020
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 etc. as required as per specifications but excluding pipe and connection cable. 7.5 H.P. with 15 stages, Head Mt. 138-60 Discharge LPM 60-270 USOR.Item.no. 24.20.106 P.no.267 (vii)
6
-
58883
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. 3.0 H.P. Head mt. 15-224 Discharge LPM 615-195 USOR.Item.no. 24.20.113 P.no.268
4
-
22252
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
7
-
23917
Supplying & Installation of Energy efficiant five star BEE rating ISI Marked required capacity single phase, 50 Hz, 220V, deep well submersible pump Stainless Steel body, suitable for 4"/6" tube well with Contral 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 wire rope and connection cable. 3 H.P. with up to 15 to 17 stages, Head Mt. 119-145 Discharge LPM 40-125 USOR 24.20.105 P- 266
2
-
32614
Supplying and laying of submersible flat cable ISI marked 3 core copper wire of suitable size with proper clamping of approved make.2.5 Sq.mm.multi strand USOR 24.20.107 P-267
240
-
119
Supplying and laying of submersible flat cable ISI marked 3 core copper wire of suitable size with proper clamping of approved make.4.0 Sq.mm.multi strand USOR 24.20.107 P-207
4200
-
167
Supplying and laying of submersible flat cable ISI marked 3 core copper wire of suitable size with proper clamping of approved make.. USOR.Item.no. 24.20.107 P - 267 6.0 Sq.mm.multi strand
220
-
247
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
120
-
60
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. 50 mm dia Class Medium , II Amdt USOR 17.38.1 P-3
2100
-
285
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 3 HP to 7.5 HP - Depth up to 150 mtr. USOR 24.18.4 P- 258
14
-
2156
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 - 227
13
-
13500
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 45x45x60cm 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 17.35 P- 3 NEW ADD ITEM
81
-
770
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 USOR 16.25 P- 212
35
-
97
11 KV line on 140 kg. 8.0 Mtrs. long PCC Poles with rabbit conductor average span of 70 mtr. in rural area including labour complete. (Schedule Ref. C-1.2 of MPMKVVCL for SOR 2019-20)
8.85
-
181418
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)
10
-
18996
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)
10
-
31573
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)
6.77
-
196211
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-1.2 of MPMKVVCL for SOR 2019-20)
9
-
111144
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