Public Health Engineering Department-PHED has published Design , Construction And Retrofitting Of Piped Water Supply Scheme Under Jal Jeevan Mission Design , Construction And Retrofitting Of Piped Water Supply Scheme Under Jal Jeevan Mission At Village - 1 . Fifeda 2 . Chhediya Pipal Block Dahi Distt . Dhar. Submission Date for this Tender is 02-02-2021. Over Head Tank Tenders in Dahi Madhya Pradesh. Bidders can get complete Tender details and download the document.
Name of WorkDesign, Construction and Retrofitting of Piped Water Supply Scheme under Jal Jeevan Mission at Village - 1.Fifeda 2.Chhediya Pipal Block Dahi Distt. Dhar based on Tubewells/Dugwells including Construction of RCC Sanitary Dug well dia 6 Mtr. and 15 mtr. Depth, installation of electric submersible/centrifugal water motor pumps, Construction of 02 Nos. R.C.C. Overhead tanks (1 No.-200/15 staging, 1 No.-50/12 staging), sumpwells 02 Nos (1 No. 20KL, 1 No. 30KL), pump houses, laying and jointing of rising main, distribution pipe line system, household tap connections, electric power connections at Tubewells/Sumpwells etc including cost of all material and labour with testing commissioning thereafter 90 Days of successful Trial Run of entire scheme. | |||||
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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 ection 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 | BI01010001010000000000000515BI0100001124 | 155.63 | 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. All kind of soil\nUSOR. Item.no. 16.4 -P.no.207 | BI01010001010000000000000515BI0100001127 | 7761.37 | 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 leveled 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.\nUSOR. Item.no.16.6(a)-P.no.208 | BI01010001010000000000000515BI0100001113 | 5221.44 | Cum |
4 | 4 | (i) 1.5 to 3.00 m \nPHESOR item 16.6 + 16.7 (a)/208 | BI01010001010000000000000515BI0100001114 | 66.23 | Cum |
5 | 5 | (ii) 3.00 to 4.5 m | BI01010001010000000000000515BI0100001113 | 66.23 | Cum |
6 | 6 | (iii) 4.5 to 6.00 m | BI01010001010000000000000515BI0100001127 | 66.23 | Cum |
7 | 7 | (iv) 6.00 to 7.50 m | BI01010001010000000000000515BI0100001113 | 66.23 | Cum |
8 | 8 | (v) 7.50 to 8.00 m | BI01010001010000000000000515BI0100001124 | 44.15 | Cum |
9 | 9 | (vi)8.00 to 9.00 m | BI01010001010000000000000515BI0100001115 | 22.07 | cum |
10 | 10 | (vii) 9.00 to 10.50 m | BI01010001010000000000000515BI0100001127 | 42.39 | cum |
11 | 11 | (viii) 10.50 to 12.00 m | BI01010001010000000000000515BI0100001113 | 42.39 | cum |
12 | 12 | (ix) 12.00 to 13.50 m | BI01010001010000000000000515BI0100001114 | 42.39 | cum |
13 | 13 | (x) 13.50 to 15.0 m | BI01010001010000000000000515BI0100001127 | 42.39 | cum |
14 | 14 | 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)\nUSOR item no. 9.1/122 | BI01010001010000000000000515BI0100001124 | ||
15 | 15 | (i) 110 mm dia 10 Kg/cm² | BI01010001010000000000000515BI0100001114 | 2300 | Mtr |
16 | 16 | (ii) 140 mm dia 6 Kg/cm² | BI01010001010000000000000515BI0100001113 | 1000 | Mtr |
17 | 17 | (iii) 110 mm dia 6 Kg/cm² | BI01010001010000000000000515BI0100001127 | 5600 | Mtr |
18 | 18 | (iv) 90 mm dia 6kg/cm2 | BI01010001010000000000000515BI0100001113 | 17300 | Mtr |
19 | 19 | Providing and laying including testing Bend 90° confirming to IS specifications.USOR item no. 9.2/122 | BI01010001010000000000000515BI0100001124 | ||
20 | 20 | (i) 110 mm dia 10 Kg/cm² | BI01010001010000000000000515BI0100001124 | 2 | Each |
21 | 21 | (ii) 140 mm dia 6 Kg/cm² | BI01010001010000000000000515BI0100001127 | 3 | Each |
22 | 22 | (iii) 110 mm dia 6 Kg/cm² | BI01010001010000000000000515BI0100001113 | 9 | Each |
23 | 23 | (iv) 90 mm dia 6kg/cm2 | BI01010001010000000000000515BI0100001114 | 29 | Each |
24 | 24 | Providing and laying including testing Bend 45° confirming to IS specification. USOR item no. 9.3/123 | BI01010001010000000000000515BI0100001124 | ||
25 | 25 | (i) 110 mm dia 10 Kg/cm² | BI01010001010000000000000515BI0100001113 | 4 | Each |
26 | 26 | (ii) 140 mm dia 6 Kg/cm² | BI01010001010000000000000515BI0100001124 | 2 | Each |
27 | 27 | (iii) 110 mm dia 6 Kg/cm² | BI01010001010000000000000515BI0100001113 | 7 | Each |
28 | 28 | (iv) 90 mm dia 6kg/cm2 | BI01010001010000000000000515BI0100001124 | 25 | Each |
29 | 29 | Providing and laying including testing Equal Tee confirming to IS specification USOR item no. 9.4/123 | BI01010001010000000000000515BI0100001124 | ||
30 | 30 | (i) 140 mm dia 6 Kg/cm² | BI01010001010000000000000515BI0100001114 | 2 | Each |
31 | 31 | (ii) 110 mm dia 6 Kg/cm² | BI01010001010000000000000515BI0100001124 | 6 | Each |
32 | 32 | (iii) 90 mm dia 6kg/cm2 | BI01010001010000000000000515BI0100001127 | 25 | Each |
33 | 33 | Providing and laying including testing Reducer: confirming to IS specifications. USOR item no. 9.6/124 | BI01010001010000000000000515BI0100001124 | ||
34 | 34 | (i) 140 mm dia 6 Kg/cm² | BI01010001010000000000000515BI0100001113 | 2 | Each |
35 | 35 | (ii) 110 mm dia 6 Kg/cm² | BI01010001010000000000000515BI0100001124 | 12 | Each |
36 | 36 | (iii) 90 mm dia 6kg/cm2 | BI01010001010000000000000515BI0100001113 | 18 | Each |
37 | 37 | Providing butt fusion welded joint/joining by heating to the ends\nwith 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 USOR item no. 9.7/124 | BI01010001010000000000000515BI0100001124 | ||
38 | 38 | (i) 140 mm dia | BI01010001010000000000000515BI0100001113 | 25 | Each |
39 | 39 | (ii) 110 mm dia | BI01010001010000000000000515BI0100001114 | 140 | Each |
40 | 40 | (iii) 90 mm dia | BI01010001010000000000000515BI0100001124 | 431 | Each |
41 | 41 | Providing and laying including testing End Cap confirming to IS specifications. 90 mm 6 Kg / cm²\nUSOR Item.no. 9.8 -P.no.124 | BI01010001010000000000000515BI0100001127 | 35 | 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, inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete.\nSpigot Long Neck Pipe End (Stub End) for Electro Fusion Joint\nUSOR Item no. 9.14.6 page no.132 | BI01010001010000000000000515BI0100001124 | ||
43 | 43 | 140 mm \nUSOR Item no. 9.14.6.6 page no.132\n | BI01010001010000000000000515BI0100001114 | 7 | Nos. |
44 | 44 | 110 mm \nUSOR Item no. 9.14.6.4 page no.132\n | BI01010001010000000000000515BI0100001124 | 21 | Nos. |
45 | 45 | 90 mm \nUSOR Item no. 9.14.6.3 page no.132\n | BI01010001010000000000000515BI0100001113 | 50 | Nos. |
46 | 46 | 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. Electro Fusion End Cap\n 90mm \nUSOR Item.no.9.14.5.8 -P.no.132 | BI01010001010000000000000515BI0100001114 | 20 | Nos. |
47 | 47 | 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 USOR Item.no. 4.41 -P.no.71 | BI01010001010000000000000515BI0100001113 | ||
48 | 48 | (i) 100 mm dia CLASS PN-10 | BI01010001010000000000000515BI0100001124 | 1 | Nos. |
49 | 49 | (ii) 100 mm dia CLASS PN-16 | BI01010001010000000000000515BI0100001113 | 12 | Nos. |
50 | 50 | (iii) 150 mm dia CLASS PN-16 | BI01010001010000000000000515BI0100001124 | 2 | Nos. |
51 | 51 | (iv) 80 mm dia CLASS PN-16 | BI01010001010000000000000515BI0100001115 | 25 | Nos. |
52 | 52 | 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 CLASS PN- 1.0\nUSOR. Item.no.8.8 -P.no 114 | BI01010001010000000000000515BI0100001124 | 5 | Each |
53 | 53 | 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) \n110 mm dia CLASSPN- 1.0 \nUSOR Item.no.8.4a -P.no 113 | BI01010001010000000000000515BI0100001113 | 3 | Each |
54 | 54 | 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. \nElectro Fusion Coupler \nUSOR Item.no.9.14.1-P.no.129 | BI01010001010000000000000515BI0100001113 | ||
55 | 55 | 140mm \nUSOR Item.no.9.14.1.11 -P.no.129 | BI01010001010000000000000515BI0100001113 | 7 | Nos. |
56 | 56 | 110mm \nUSOR Item.no.9.14.1.9 -P.no.129 | BI01010001010000000000000515BI0100001124 | 23 | Each |
57 | 57 | 90mm \nUSOR Item.no.9.14.1.8 -P.no.129 | BI01010001010000000000000515BI0100001113 | 52 | Each |
58 | 58 | 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. \nElectro Fusion Equal Tee \nUSOR Item.no.9.14.2-P.no.130 | BI01010001010000000000000515BI0100001113 | ||
59 | 59 | 140mm \nUSOR Item.no.9.14.2.11 -P.no.130 | BI01010001010000000000000515BI0100001124 | 2 | Each |
60 | 60 | 110mm \nUSOR Item.no.9.14.2.9 -P.no.130 | BI01010001010000000000000515BI0100001113 | 4 | Each |
61 | 61 | 90mm \nUSOR Item.no.9.14.2.8 -P.no.130 | BI01010001010000000000000515BI0100001114 | 6 | Each |
62 | 62 | 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. \nElectro Fusion Elbow 90°\nUSOR Item.no.9.14.3-P.no.130 | BI01010001010000000000000515BI0100001124 | ||
63 | 63 | 140mm \nUSOR Item.no.9.14.3.11 -P.no.130 | BI01010001010000000000000515BI0100001114 | 3 | Each |
64 | 64 | 110mm \nUSOR Item.no.9.14.3.9 -P.no.130 | BI01010001010000000000000515BI0100001113 | 6 | Each |
65 | 65 | 90mm \nUSOR Item.no.9.14.3.8 -P.no.130 | BI01010001010000000000000515BI0100001124 | 9 | Each |
66 | 66 | 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. \nElectro Fusion Reducer\nUSOR Item.no.9.14.4-P.no.131 | BI01010001010000000000000515BI0100001124 | ||
67 | 67 | 140 x 110mm \nUSOR Item.no.9.14.4.17 -P.no.131 | BI01010001010000000000000515BI0100001115 | 2 | Each |
68 | 68 | 110 x 90mm \nUSOR Item.no.9.14.4.13 -P.no.131 | BI01010001010000000000000515BI0100001124 | 4 | Each |
69 | 69 | 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) USOR item no. 16.3/207 | BI01010001010000000000000515BI0100001124 | ||
70 | 70 | (i) HDPE pipe of any class-110 mm outer dia | BI01010001010000000000000515BI0100001127 | 50 | Mtr |
71 | 71 | (ii) HDPE pipe of any class-90 mm outer dia | BI01010001010000000000000515BI0100001124 | 80 | Mtr |
72 | 72 | 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 Heavy Duty SFRC chamber cover with frame size 150cmx120cmx10cm including cost of materials, labour etc. complete Second Addendum of USOR. Item.no.17.45.2 | BI01010001010000000000000515BI0100001113 | 27 | No |
73 | 73 | 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 Heavy Duty SFRC chamber cover with frame size 130cmx100cmx10cm including cost of materials, labour etc. complete. Second Addendum of USOR. Item.no.17.46.2 | BI01010001010000000000000515BI0100001127 | 18 | No |
74 | 74 | Providing & laying mechanically mixed cement concrete\n20mm nominal size graded crushed stone excluding cost of centering & shuttering. (a) in plinth & foundation \nUSOR. Item.no.16.23a.-P.no. 210 | BI01010001010000000000000515BI0100001124 | ||
75 | 75 | (i) 1:2:4 (M-15) | BI01010001010000000000000515BI0100001115 | 155.63 | cum |
76 | 76 | (ii) 1:11/2:3 (M-20 ) | BI01010001010000000000000515BI0100001124 | 1.0488 | Cum |
77 | 77 | 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 | BI01010001010000000000000515BI0100001113 | 12679.9 | Cum |
78 | 78 | Fabrication of M.S. pipes & specials from steel plates as per relevant IS specifications inclusive of cost of all materials, for any thickness 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 | BI01010001010000000000000515BI0100001124 | 200 | kg |
79 | 79 | 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 | BI01010001010000000000000515BI0100001127 | 4204.91 | kg |
80 | 80 | Providing and making Consumer Service Connection (Functional House Hold Tap Connection) from HDPE pipe, With the help of electrofusion machine including all labour and material such as Electro Fusion Saddle, barss ferrule ( Not less then 100 gm in weight)/MDPE Ferrule/flow control valve, double compression elbow, male/female threaded adopter with metal insert, sockets, MDPE union 20mm dia /G.I. union 15 mm dia (medium class), brass/SS tap etc all complete and all items/fittings shall be complying with the relevant BIS codes. Rate 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.\nSecond Ammendment USOR Item No. 17.42/5 | BI01010001010000000000000515BI0100001124 | ||
81 | 81 | For connection with 15 mm dia G.I. pipe\nupto 5 mtr and CONCRETE ROAD CROSSING is\nnecessary. Second Ammendment USOR Item No. 17.42.1/5 | BI01010001010000000000000515BI0100001124 | 211 | Each |
82 | 82 | For connection with 15 mm dia G.I. pipe more than \n5 meter & upto 10 meter and CONCRETE ROAD CROSSING is necessary. Second Ammendment USOR Item No. 17.42.2/5 | BI01010001010000000000000515BI0100001124 | 211 | Each |
83 | 83 | For connection with 15 mm dia G.I. pipe upto 5 meter and road crossing is not required.(Distribution pipe line is on the same side of house.) Second Ammendment USOR Item No. 17.42.3/5 | BI01010001010000000000000515BI0100001113 | 423 | Each |
84 | 84 | 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\nUSOR item no. 24.20.106 (ix)/267 | BI01010001010000000000000515BI0100001114 | 2 | Nos. |
85 | 85 | Supplying & Installation of Energy efficient five star BEE rating ISI marked required capacity of Three Phase,50 Hz, 415V, Openwell submersible pump with Control Panel Starter with dry run protection,single phase preventer,connections,including clamp,bore cap etc.as required as per specifications but excluding pipe and connection cable. 7.5 H.P. Head Mt.24-37, Discharge LPM 780-320\nUSOR item no. 24.20.112 (iii)/268 | BI01010001010000000000000515BI0100001124 | 2 | No |
86 | 86 | 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 615-1955 \nUSOR. Item.no.24.20.113(i)-P.no. 268 | BI01010001010000000000000515BI0100001113 | 4 | No |
87 | 87 | 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. \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 | BI01010001010000000000000515BI0100001114 | 2 | Each |
88 | 88 | Supplying and laying of submersible flat cable ISI marked 3 core copper wire of suitable size with proper clamping of approved make. \nUSOR. Item.no.24.20.107 -P.no. 267 | BI01010001010000000000000515BI0100001124 | ||
89 | 89 | (i) 6.0 Sq.mm.multi strand | BI01010001010000000000000515BI0100001114 | 210 | mtr |
90 | 90 | (ii) 4.0 Sq.mm.multi strand | BI01010001010000000000000515BI0100001127 | 480 | mtr |
91 | 91 | 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 | BI01010001010000000000000515BI0100001113 | 360 | Mtr |
92 | 92 | Providing and Suppling of HDPE pipes in 300/500/600 mtr. Coils or in lengths, Grade PE 100, confirming to IS 4984-2016 at store or at site.\nFirst Addendum of USOR. Item.no.9.15\n40 mm dia 8 kg/sq.cm | BI01010001010000000000000515BI0100001124 | 340 | R. mtr |
93 | 93 | Providing laying and jointing of following galvanized Iron (MS) Pipes medium & heavy 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 conforming to IS- 1239/2011 Part- II 50mm dia, class medium with heavy duty seamless sockets. \nSecond Addendum of USOR. Item.no.17.38.1-P.no.3 | BI01010001010000000000000515BI0100001127 | 180 | Mtr |
94 | 94 | 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. \n65mm dia, class medium with heavy duty seamless sockets \nSecond Addendum of USOR. Item.no17.38.2 /3 | BI01010001010000000000000515BI0100001113 | 80 | Mtr |
95 | 95 | 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. \nSecond Addendum of USOR. Item.no 17.37.3/3 | BI01010001010000000000000515BI0100001124 | 2 | No |
96 | 96 | 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 :-\nSecond Addendum of USOR item no. 26.1/14 | BI01010001010000000000000515BI0100001124 | ||
97 | 97 | 200 KL stagging 15 mt\nSecond Addendum of USOR item no. 26.1.7/14 | BI01010001010000000000000515BI0100001113 | 1 | Nos. |
98 | 98 | 50 KL stagging 12 mt.\nSecond Addendum of USOR item no. 26.1.1/14 | BI01010001010000000000000515BI0100001114 | 1 | Nos. |
99 | 99 | Design,drawing ,construction,testing and commissioning of GSR/Sumwell of following capacitiees with all necessary fitting and accessories as mentioned in the relevant chapter of USOR,IS codes and departmental circulars.Comlete turn key job for following capacities :- Second Addendum of USOR item no. 26.2/17 | BI01010001010000000000000515BI0100001124 | ||
100 | 100 | 20 Kilo Litres\nSecond Addendum of USOR item no. 26.2.1/17 | BI01010001010000000000000515BI0100001113 | 1 | Job |
101 | 101 | 30 Kilo Litres\nSecond Addendum of USOR item no. 26.2.2/17 | BI01010001010000000000000515BI0100001114 | 1 | Job |
102 | 102 | Design and Construction of RCC framed brick masonry pump house over the sump provided the internal dia of the proposed sump is not more than 3.5m with all necessary fitting 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. Second Addendum of USOR item no. 26.3 /18 | BI01010001010000000000000515BI0100001124 | 2 | Job |
103 | 103 | 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 | BI01010001010000000000000515BI0100001114 | 3 | Each |
104 | 104 | 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.\nUSOR.Item.no.17.19 P.no. 228 | BI01010001010000000000000515BI0100001127 | 3 | Job |
105 | 105 | 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.\nUSOR.Item.no.17.20 P.no. 229 | BI01010001010000000000000515BI0100001113 | 2 | Job |
106 | 106 | 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 | BI01010001010000000000000515BI0100001124 | 2 | Each |
107 | 107 | Providing and Installation of automatic water level controller (Auto switch off) with accessories i/c labour and material etc. complete, as per approved specification and directed by Engineer in charge.\nPHE Usor Item no. 17.21 / 229 | BI01010001010000000000000515BI0100001127 | 2 | Nos. |
108 | 108 | 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.\nUSOR. Item.no.17.22 P No 229 | BI01010001010000000000000515BI0100001124 | ||
109 | 109 | (i) 110 mm dia | BI01010001010000000000000515BI0100001124 | 2 | Nos. |
110 | 110 | (ii) 90 mm dia | BI01010001010000000000000515BI0100001124 | 2 | Nos. |
111 | 111 | 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 | BI01010001010000000000000515BI0100001113 | 5 | Each |
112 | 112 | C.E. Letter No. 160 date 25.07.2020\nSupply, delivery, erection and commissioning of the following capacity of micro processor based water disinfection equipment using silver ionization process based on oligodynamic technology, suitable to provide direcly to pumping main, or to sump or to overhead tank, with by- pass arrangments, controlling valves, micro processor based control pannel, in-built transformer, relay miniature circuit breaker, tool kits, spares etc. The water chambers are made of corrosion free stainlesss steel confirm to SS 304 investment casting, capable to withstand a pressure of 10 Ksc with inbuilt electrodes mounted on powder coated mild steel cabinet of 20g thicknesss with universal lock and key for safety. The control panel should have pump active indication to show that the water is flowing inside the chamber, electrode OK indication to show that the electrode is working, Electrode high indication to show that electrode is clogged and electrode low indication to show that electrode is nearing completion, for easy maintenance of the equipment. The silver ions produced by the electrode is totally non toxic at the dosed levels, as permitted by BIS standard and the residual effect of the disinfectant is long lasting for more than 2 days. The equipment is powered by a single phase 220V/50 Hz power supply and provided with an on site disinfectant analysing kit with consumables to do a minimum of 10 tests. The efficiency of the equipment must consumables to do a minimum of 10 tests. The efficiency of the equipment must be proved by the reputed laboratories like NEERI, Nagpur, ITRC, Luknow. | BI01010001010000000000000515BI0100001124 | ||
113 | 113 | Flow rate up to 15000 LpH | BI01010001010000000000000515BI0100001124 | 2 | Each |
114 | 114 | 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 erracted 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.Second Addendum of USOR item no. 17.47/7 | BI01010001010000000000000515BI0100001113 | 2 | Each |
115 | 115 | Filling available excavated earth in trenches, plinth sides of foundation in layers not exceeding 20cm. In depth including consolidation of each layer by ramming watering, lead up to 50m and lift up to 1.5m in all kinds of soils \nPHE SOR item 16.10 (a)/ page n.208 | BI01010001010000000000000515BI0100001114 | 130.79 | Cum |
116 | 116 | Providing & laying mechanically mixed R.C.C. excluding centering & shuttering and reinforcement in foundation/ plinth (20mm graded metal) 1:1.5:3 (M-20)\nUSOR. Item.no.16.24(a)(i)-P.no.211 | BI01010001010000000000000515BI0100001124 | 54.9098 | cum |
117 | 117 | 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 \nUSOR. Item.no.16.30(i)-P.no.214 | BI01010001010000000000000515BI0100001114 | 35.52 | Sqm |
118 | 118 | Providing & fixing form work i/c centering and shuttering including strutting, propping etc. and removal of form work for: Wall ( any thickness ) including attached pilasters, buttresses, plinth and string courses etc.\nPHE USOR Item no.16.30 ii/214 | BI01010001010000000000000515BI0100001127 | 418.146 | Sqm |
119 | 119 | Columns, pillars, piers, Abutments, posts and Struts \nUSOR. Item.no.16.30(v)-P.no.214 | BI01010001010000000000000515BI0100001113 | 27.864 | Sqm |
120 | 120 | Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. In Plinth & Foundation 1:3:6 (M-10)\nUSOR. Item.no.16.23a(i) Page No. 210\n\n | BI01010001010000000000000515BI0100001114 | 2.48 | Cum |
121 | 121 | Brick work with well burnt chimney bricks having crushing strength not less than 25 kg/cm² and water absorption not more than 20% in super structure above plinth level and up to floor two level i/c form work & curing etc. complete. In Cement Mortar 1:6\nPHE USOR Item no.16.28 b iv/213 \n | BI01010001010000000000000515BI0100001124 | 14.1588 | Cum |
122 | 122 | 12mm thick cement plaster in single coat including finishing even, smooth and curing complete. 1:6(Cement 1: Sand 6)\nUSOR. Item.no.16.29 (a) iv-P.no.214 | BI01010001010000000000000515BI0100001113 | 210.9 | Sqm |
123 | 123 | 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) \nUSOR. Item.no.16.42(i)-P.no.216 | BI01010001010000000000000515BI0100001114 | 215.1 | Sqm |
124 | 124 | Structural steel work riveted, bolted or welded in builtup section trusses and framed work i/c cutting /hoisting /fixing in position and applying a priming coat of approved steel primer all complete. \nUSOR. Item.no.16.25c-P.no.211 | BI01010001010000000000000515BI0100001124 | 350 | Kg |
125 | 125 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :( two or more coats ) on New work USOR. Item.no.16.43 (i)-P.no.216 | BI01010001010000000000000515BI0100001114 | 4.5 | Sqm |
126 | 126 | Providing & laying mechanically mixed R.C.C. excluding centering & shuttering and reinforcement in superstructure up to 4 mtr. Height above plinth level (20mm graded metal) i 1:1.5:3 (M 20)\nPHE USOR Item no.16.24 b(i) /211 \n | BI01010001010000000000000515BI0100001127 | 0.955 | Sq.M. |
127 | 127 | (schedule reference E-1.1 of MPMKVVCL issued by Additional Chief Engineer (works) Office of Managing Director (WZ) \n11/0.4 KV 25 KVA Out Door Sub-Station (On PCC Pole) | BI01010001010000000000000515BI0100001113 | 2.24 | Km |
128 | 128 | (schedule reference E-1.1 of MPMKVVCL issued by Additional Chief Engineer (works) Office of Managing Director (WZ) \n11/0.4 KV 25 KVA Out Door Sub-Station (On PCC Pole) | BI01010001010000000000000515BI0100001114 | 3 | Each |
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