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Construction Of Solar Based Water Storage Tank In Existing Bore In Different Places In Each Ward From 01 To 07, Chaibasa-Jharkhand

Urban Development Department-UDD has published Construction Of Solar Based Water Storage Tank In Existing Bore In Different Places In Each Ward From 01 To 07. Submission Date for this Tender is 06-03-2021. Water Tank Tenders in Chaibasa Jharkhand. Bidders can get complete Tender details and download the document.




Tender Notice

27125468
Construction Of Solar Based Water Storage Tank In Existing Bore In Different Places In Each Ward From 01 To 07
Open Tender
Indian
Jharkhand
Chaibasa
06-03-2021

Tender Details

Construction Of Solar Based Water Storage Tank In Existing Bore In Different Places In Each Ward From 01 To 07

Key Value

Document Fees
INR 5000 /-
EMD
INR 50000.0 /-
Tender Value
INR 24.99 Lakhs /-

BOQ Items

Name of Work: Detailed BOQ for Construction of Solar Based Water Storage Tank In Existing Bore In Different Place in Each Ward From 01 to 07
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Sub Est. 1\nProvision & Installation ofSolar Powered submersible Auto run & Stop DC Pump Motor (900 Wp)of stainless steel suitable for minimum 125mmx115mm bore well operating head 60.00m discharge rate minimum 2000 LPH with lowering up to 57.00m suitable dia HDPE pipe &2.5sq mm x3core flat submersible cable of IS694:1190 including monol /Poly Crystalline PVC array (900WP) mounted on steel structure for storage water tank (5.00mhigh)in a suitable direction to optimize panel uses and withstand the wind pressure up to 200 Km /hour &making suitable arrangements to operated Hand pump manually in the same bore when there is no solar power including 5 years warranty against defects in materials and workmanship with locking arrangement of switch board . the system should be ECO-friendly BI01010001010000000000000515BI0100001113 7 nos.
2 2 Carrying out recuparation/ Yeild test for ascertaining the discharge of constructed well/ excavetad profile as directed by the EIC. The test carried out by the drawing down water from the well/ profile below normal/subsoil water level upto full depth rise is recorded the normal water level/ sub soil water level in the well/ profile as well as strainer/ level at pump as per design of W.S. Scheme shall be recorded prior to the test including cost of all materials, Over Load, Labours etc complete as BI01010001010000000000000515BI0100001114 7 Each
3 3 Supplying all labours, tools & equipments for Road, clylinder assembly the dismnatled components after necessary changing for making the T/W in good condition with all transportation including unused taken out materials back in store all complete job as per direction of E/I. BI01010001010000000000000515BI0100001115 7 l/s
4 4 supplying all materials, labours and fixing IM-II hand Pump with all accessories all complete job as per direction of E/I including carriage of materials BI01010001010000000000000515BI0100001116 7 Each
5 5 Supplying all tools equipments and labour and lowing 32 mm dia medium quality G.I. Pipe in drilled T/W in 3 Mtrs. Length all complete as per dirction BI01010001010000000000000515BI0100001117 168 p/m
6 6 Supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of E/I including carriage of materials BI01010001010000000000000515BI0100001118 7 Each
7 7 Supplying ISI marked special Water Tank Assembly Mark-II (G.I.) conforming to IS 15500/2004 with latest revisions suitable for dual water supply arrangement. BI01010001010000000000000515BI0100001119 7 Each
8 8 Supplying ISI marked C.I. Cylinder assemble complete set for Mark-II conforming to IS 15500/2004 with latest revisions. BI01010001010000000000000515BI0100001120 7 Each
9 9 Sub Est.- 02\nEarth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance\nup to 50.0m ,including all lifts, levelling ,ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design ,building specification and\ndirection of E/I(vide classification of soil item -B) BI01010001010000000000000515BI0100001121 49.07 p/m3
10 10 Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials ,labour ,royalty and taxes all complete as per building specification and direction of E/I(Mode of measurement compacted volume) (BCD-SOR-5.1.10 page No 50)\nFoundation for Steel structure staging BI01010001010000000000000515BI0100001122 2.66 p/m3
11 11 Providing designation 75 A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete\nas per building specification and direction of E/I BI01010001010000000000000515BI0100001123 33.88 p/m3
12 12 roviding PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I BI01010001010000000000000515BI0100001124 3.388 p/m3
13 13 Providing RCC M-200 in nominal mix of (1:1.5:3) in columns (a)Foundation for Ste el structu re sta ging \n1) Footing BI01010001010000000000000515BI0100001125 5.67 p/m3
14 14 2) Vertical Pedestal BI01010001010000000000000515BI0100001126 2.394 p/m3
15 15 3) Tie Beam BI01010001010000000000000515BI0100001127 1.988 p/m3
16 16 Providing for steel reinforcement as per approved design and drawing excluding carriage of T.S. bar to work site cutting,\nbending with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/I.\n(a) Footing \n(b) Vertical column BI01010001010000000000000515BI0100001128 0.525 p/MT
17 17 (b) Beam BI01010001010000000000000515BI0100001129 0.7 p/MT
18 18 Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. As per direction of E/I.(Assuming 10%) BI01010001010000000000000515BI0100001130 7 l/s
19 19 Sub Est.- 03\nFor Structure :---\nProviding structural steel galvanised tubular hollow section work in sses,other similar trussed purlins and members with all bracing ,gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge,including cutting fabricating ,hoisting , erecting and fixing in position , making riveted/bolted /welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & For Structure(PLUS) Providing and applying materials &labour for hot dip galvanizing of above structure\nincluding transportation for galvanizing minimum thickness 80microns (Net\nwt. of components to be Galv) preferably TATA structural section etc\ncomplete. BI01010001010000000000000515BI0100001131 3574.65 p/kg
20 20 Information board for IEC\nProviding structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge including cutting fabricating hoisting erecting and fixing in position making reverted bolted welded connections one coat of anticorrosive paint and over it two coats of oil painting etc\ncomplete (MJP DSR-2018-2019) BI01010001010000000000000515BI0100001132 190.4 p/kg
21 21 Materials and labour for vinyl painting of matter given by department in\ndifferent color (As per Market Rate) BI01010001010000000000000515BI0100001133 12.6 p/m3
22 22 Sub Est. 04-\nEarth work in excavation (as per I.S. 3114/1965) for laying different type and size of pipe so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of E/I. BI01010001010000000000000515BI0100001134 87.5 p/m3
23 23 Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of E/I. BI01010001010000000000000515BI0100001135 87.5 p/m3
24 24 Dismantling PCC road & Plain cement or lime concrete work including and stacking serviceable materials in countable stacks and disposal of unserviceable materials\nwith all lead of 50 Mtrs. etc. all complete as per direction of E/I. BI01010001010000000000000515BI0100001136 3.15 p/m3
25 25 Providing PCC M-150 in nominal mix of (1:2:4) with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening\nshuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I BI01010001010000000000000515BI0100001137 3.15 p/m3
26 26 Supplying, fitting and fixing.GI/ HDPE Roll pipes with red lead and yarn of following nominal bore with screwed and socketed joints on wall ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of E/I.\n(a) 32 mm dia G.i. Pipe BI01010001010000000000000515BI0100001138 84 p/m
27 27 (a) 25 mm dia G.i. Pipe BI01010001010000000000000515BI0100001139 175 p/m
28 28 Supplying and fixing GI fittings of approved make all complete as per specification and direction of E/I. \n(a)Elbow (i) 25mm BI01010001010000000000000515BI0100001140 35 Each
29 29 (ii) 32 mm BI01010001010000000000000515BI0100001141 35 Each
30 30 (b) union \n (i) 25mm BI01010001010000000000000515BI0100001142 7 Each
31 31 (ii) 32 mm BI01010001010000000000000515BI0100001143 7 Each
32 32 (c) Reducing Tee\n(i) 25mm BI01010001010000000000000515BI0100001144 21 Each
33 33 (d) Reducing socket\n(i)32mm x 25mm \n BI01010001010000000000000515BI0100001145 7 Each
34 34 (ii) 25mm x 15mm BI01010001010000000000000515BI0100001146 14 Each
35 35 Providing and fixing 32mmdia(wt.not less than 600 gram)Isi marti full way wheel Valve approved quality as per specification and direction of E/I BI01010001010000000000000515BI0100001147 21 Each
36 36 Providing and fixing HDPE container Syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 2000.00litres BI01010001010000000000000515BI0100001148 7 Each
37 37 Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I. BI01010001010000000000000515BI0100001149 7 Each
38 38 Operation & Maintenance For Five Years (of this Scheme) BI01010001010000000000000515BI0100001150 7 Each
39 39 Add 12 % GST BI01010001010000000000000515BI0100001119 1 Nos
40 40 Add 1% Labour cess BI01010001010000000000000515BI0100001119 1 Nos
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