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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, Dahi-Madhya Pradesh

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.




Tender Notice

26620157
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
Open Tender
Indian
Madhya Pradesh
Dahi
02-02-2021

Tender Details

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

Key Value

Document Fees
INR 15000 /-
EMD
INR 216910.0 /-
Tender Value
INR 2.16 Crore /-

BOQ Items

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.
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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