Drinking Water And Sanitation Department has published Survey,Design and Construction of Works consisting of Rising Main, Gravity Main, over head Clear Water Reservoirs,Pump House, Supply,Installation, Testing and Commissioning of Pumping Plantsand all others Appurtenant works including Civil, Electrical & Me. Submission Date for this Tender is 04-10-2021. Electromechanical Work Tenders in Almora Uttarakhand. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 23-Sep-2021 | Technical Bid | Technical Bid | 04-10-2021 |
2 | 24-Sep-2021 | Technical Bid 1 | Technical Bid | 04-10-2021 |
Sl. No. | Item Description |
1 | Rates for Survey,Design and Construction of Works consisting of Rising Main, Gravity Main, over head Clear Water Reservoirs,Pump House, Supply,Installation, Testing and Commissioning of Pumping Plantsand all others Appurtenant works including Civil, Electrical & Mechanical Works etc. complete Under Soban Singh Jeena Medical College and Base Hospital Pumping Water Supply SchemeBlock Hawalbagh, District Almora, Uttarakhand |
2 | PUMP HOUSE OF SIZE 8.0MX7.0MX5.0M |
3 | Earth work in excavation by mechanical means(hydraulic excavator) /manual means over areas exceeding 30cm in depth, 1.50m in width as well as 10 sqm on plan ) including disposal of excavated earth within a lead of50 m & lift up to 1.5 mtr. Disposal earth to be leveled and neatly dressed. Excavation in all kind of soils. |
4 | Earth work in excavation by mechanical means(hydraulic excavator) /manual meansin foundation trenches or drains (not exceeding 1.5 mtr in width or 10 sqm on plan) including dressing of sides and ramming of bottom, lift up to 1.5 mtr including gettingout the excavated soil and disposal of surplus excavated soil as directed, within a lead of50 m in ordinary rock. |
5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:4:8(1Cement:4coarsesand:8gradedstone aggregate 40 mm nominal size). |
6 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shutteringfinishing and reinforcement -all work up to plinth level in 1:1.5:3(1cement:1.5coarse sand: 3grad aggregate 20 mm nominal size) |
7 | Reinforced cement concrete work in beams , suspended floors, roofs having slope up to 15 degree landing, balconies, shelves, chajjas, lintels, bands, plain window sills, stair cases and spiral stair casesup to floor five level excluding the cost of centering and shutteringfinishing and reinforcement -all work up to plinth level in 1:1.5:3(1cement:1.5coarse sand: 3grade aggregate 20 mm nominal size) |
8 | Reinforcement in RCC work including straightening, cutting, bending, placing in position and binding, using Thermo-Mechanically Treated bars all complete. |
9 | Centering and shuttering including strutting, roping etc. and removal of form for edges of slabs and breaks in floors and walls under 20 cm wide circular in shape. A) Foundation raft & tie beams |
10 | b) Columns |
11 | c) Beams |
12 | d) Slab |
13 | Provide Ist class brick in 1:6 cement and sand mortar. A) In foundation up to plinth |
14 | b) in superstructure |
15 | 40mm thick DPC in 1:2:4 with cement, sand and 20mm gauge stone ballast mortar |
16 | Steel work welded built of section /framed works including cutting fixing in position applying a priming code of approved steel primer using steel its as requiredingratings,frames,guardbar,ladder,railing gates and similar works. A) Door Chaukhat |
17 | b) Section window"s |
18 | Rolling Shutter of size |
19 | Earth filling into plinth including it"s excavation. |
20 | Provide 40 mm thick PCC flooring in 1:2:4 with cement,sand and 20mm gauge stone ballast mortar. |
21 | Provide 5mm thick glass strips on flooring 20mm deep. |
22 | Provide 15 mm thick plaster in 1:4 cement and sand mortar (Rough &.plain both sides) |
23 | Provide acylic smooth exterior paint (two or more coats) to give an even shade. |
24 | Painting on doors and windows (two or more coats) over and including one priming coat. |
25 | Supply and fixing of 4mm thick plane glass panes on window"s including supply of nails and putty etc all complete. |
26 | Foundation of Pumps |
27 | Earth work in excavation by mechanical means (Hydraulic Excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a) In all kind of soil |
28 | b) In ordinary Rocks |
29 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinthlevel,1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) |
30 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shutteringfinishing and reinforcement -all work up to plinth level in 1:1.5:3(1cement:1.5coarse sand: 3grad aggregate 20 mm nominal size) in foundation & footings. |
31 | Centering and shuttering including strutting, roping etc. and removal of form for. Foundation raft & tie beams |
32 | Reinforcement in RCC work including straightening, cutting, bending, placing in position and binding, using Thermo-Mechanically Treated bars all complete. |
33 | Protection work |
34 | Earth work in excavation by mechanical means (Hydraulic Excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a) In all kind of soil |
35 | b) In ordinary Rocks |
36 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinthlevel,1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) |
37 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction. |
38 | Providing and laying cement concrete in retaining walls, return walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc up to floor five level, excluding the cost of centering, shuttering and finishing with 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
39 | RISING MAIN |
40 | Providing of all materials, carting from site store to site of work, lowering into trenches, with true to alignment, laying of API pipes confirming to API 5L, laying by electric welding process with proper grade of electrodes suitable for jointing of water supply pipe lines (Adore, L&T or equivalent quality of electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete. 150 mm dia, 7.1 mm thick (API 5L) grade Pipe |
41 | Earthwork in excavation by Mechanical means (Hydraulic excavator/ Manual means) in trenches or drains ( not exceeding 1.5 m in width) including dressing of sides and ramming of bottom, lift up to 1.5 mtr incl getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m (For Rising Main) a) in all kind of soil, pipes exceeding 300mm but not exceeding 600mm dia. |
42 | b) in ordinary rock, pipes exceeding 300mm but not exceeding 600mm dia. |
43 | Supply and fixing of following sizes of sluice valves including all T&P material for completion of work for following sizes for rising main. 150 mm dia. Cast steel Sluice Valve, W.P. 60 Kg/cm2 |
44 | Supply and fixing of following sizes of reflux valves including all T&P material for completion of work for following sizes for rising main. A) 150 mm dia. Cast steel Reflux Valve, W.P. 60 Kg/cm2 |
45 | b) 150 mm dia. Cast steel Reflux Valve, W.P. 30 Kg/cm2 |
46 | Supply and fixing of following sizes of Air valves including all T&P material for completion of work for following sizes for rising main. A) 150 mm diaAir Valve for W.P 60 Kg/cm2 |
47 | b) 150 mm dia Air Valve for W.P 30 Kg/cm2 |
48 | Supply and fixing of Electromagnatic Bulk Meter to measure volume flow rate of the supplied water. 150 mm dia for the Range of 900-1200 LPM water volume flow rate |
49 | Painting with black anti -corrosive bit mastic Paint of approved brand and manufacture to give an even shade. External surface of MS API Pipe 150 mm dia, 7.1 mm thick (API X-42) grade Pipe |
50 | Constructing masonry Chamber of following sizes with FPS designation brick work in cement mortar 1:4(1 cement: 4 coarse sand ) for sluice valve, RCC top slab 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3(1 cement: 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design. Internal size ofchamber 0.90 m X 0.90M X 1.00 M for rising main |
51 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m (for Protection work , thrust block etc.) a) In all kind of soil |
52 | b) In ordinary Rocks |
53 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level,1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) |
54 | Providing and laying cement concrete in retaining walls, return walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc up to floor five level, excluding the cost of centering, shuttering and finishing with 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
55 | Centering and shuttering including strutting, roping etc. And removal of form for edges of slabs and breaks in floors and walls under 20cm wide. |
56 | Centering and shuttering including strutting, roping etc. And removal of form for Foundations, footings, bases of columns, etc. for mass concrete. |
57 | Reinforcement for R.C.C. Work Using Thermo-Mechanically Treated Bars including straightening, cutting, bending, placing in position and binding all complete. |
58 | Protection work |
59 | Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m (for Protection work, thrust block etc.) a) In all kind of soil |
60 | b) In ordinary Rocks |
61 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level,1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) |
62 | Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with cement mortar 1:6 ( 1 cement : 6 coarse sand) in WALLS |
63 | Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with cement mortar 1:6 ( 1 cement : 6 coarse sand) in Pillars. |
64 | Providing and laying cement concrete in retaining walls, return walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc up to floor five level, excluding the cost of centering, shuttering and finishing with 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
65 | GRAVITY MAIN AND JOINTING OF EXISTING DISTRIBUTION FOR BASE HOSPITAL |
66 | Providing of all materials, carting from site store to site of work, laying & jointing of G.I. Plain endedpipes jointing by electrical welding method(including supply of all jointing materials like welding rod, welding gen set, oil and lubricants etc.) in trenches with its cutting, bending and testing of pipe line etc complete. 1) Mediem Class Dia 25 mm |
67 | 2) Mediem Class Dia 32 mm |
68 | 3) Mediem Class Dia40 mm |
69 | 4) Mediem Class Dia80 mm |
70 | Excavation in soil mixed with single boulders etc. requiring the use of special T&P, if any, for pipe line trenches including lift up to 1.5m and lead up to 30m with back filling, watering, ramming of excavated earth in the trenches. |
71 | Same as item No. 2(a) above but excavation in decomposed, weathered or soft rock by blasting or by drawbars, pickaxes etc. or by both methods, including supply of all materials as blasting material, labour, T&P etc. |
72 | Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber. a) C.I Sluice valves Class -PN 1.6 80 mm dia. |
73 | b) C.I. Air Valve (Double acting) 80 mm dia. |
74 | Construction stone masonry chamber 60x60x60 cm, inside in 1:4 cement & sand mortar with MS MH cover on top the chamber with proper locking arrangement. Wheel Valve chamber / Air valve chamber |
75 | Protection Work (as detailed below) |
76 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royalties etc. complete. |
77 | Random rubble masonry laid dry in breast walls, retaining walls etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specification clause 702, 704, 1202 & 1203 of MORD specification. |
78 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:4:8(1Cement:4coarsesand:8gradedstone aggregate 40 mm nominal size). |
79 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:2:4(1Cement:2coarsesand : 4gradedstone aggregate 20 mm nominal size). |
80 | CONSTRUCTION OF OVER HEAD TANK |
81 | Supply of all materials, labour, T&P etc and construction of R.C.C. O.H.T. of following capacities ( in kiloliters ) and 12 m. staging with 1.00 m wide R.C.C. stair case from G.L. to balcony and from balocony to top dome 1M X 1 M R.C.C. landing at suitable locations and railed with 3 rows of 20 mm dia G.I. (M) pipe on 65x65x5 mm angle iron posts fixed with ladder, from top to the floor inside of the tank, M.S. M.H. cover with locking arrangement, lightning conductor as per electricity rules, water level indicator,supply and fixiing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover, ventilator column etc. complete with approved water proofing (apex)/enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 10MT/M2 Staging 12.00 metre.For Capacity of 1500 Kl. |
82 | SITE DEVELOPMENT ,APPROACH ROAD AND OTHER MISCELLANEOUS WORKS |
83 | Provision of 3.0 m wide Approach Road (Bridle path or jeepable road) to connectCampus road and Space for tank and for laying of one ms rising main and one gravity main pipe line . A) Excavation for hill side cutting or for foundation of walls. |
84 | b) RR dry stone masonry walling for approach road. |
85 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-chargeIn cement mortar |
86 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
87 | For over head tank protection |
88 | Earth work in excavation by mechanical means(hydraulic excavator) /manual meansin foundation trenches or drains (not exceeding 1.5 mtr in width or 10 sqm on plan ) including dressing of sides and ramming of bottom, lift up to 1.5 mtr including gettingout the excavated soil and disposal of surplus excavated soil as directed, within a lead of50 m in ordinary rock. |
89 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:4:8(1Cement:4coarsesand:8gradedstone aggregate 40 mm nominal size). |
90 | Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with cement mortar 1:6 ( 1 cement : 6 coarse sand) in WALLS. |
91 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shutteringfinishing and reinforcement -all work up to plinth level in 1:1.5:3(1cement:1.5coarse sand: 3grad aggregate 20 mm nominal size). |
92 | Reinforcement in RCC work including straightening, cutting, bending, placing in position and binding, using Thermo-Mechanically Treated bars all complete. |
93 | Centering and shuttering including strutting, roping etc. and removal . |
94 | Pumping Plant |
95 | Supply of High pressure multistage,horizontal, centrifugal pump capable of delivering900-1000 LPM of clear water against a total head of 475-500 m, bronze impeller, speed 1480 RPM head may vary as per site actual condition. |
96 | Supply of 200 Hp.low speed, foot mounted,TEFC type , squirrel cageinduction electric motor for suitable to operation on 415 + 10% Volt, 3 phase, 50 Hz, AC supply. |
97 | Supply of MS channel fabricated heavy duty base plate with foundation bolt suitable for mounting above pump and motor. |
98 | Supply of coupling set, coupling guard and rubber bush, suitable for abovepump and motor. |
99 | CONTROL PANEL Supply of dust and verming proof cubicol type floor mountaining type control panel made out of 14SWG sheet steel having bush bar chamber with copper bush bar comprising of following. INCOMMING FEEDER: 01 No. comprising of following accessories. (i) 800 Amp. draw out type ACB L&T make -01 No. (ii) 0-500 Volt, voltmeter 150mm dia with selector switch-01 No. (iii) 0-1000 Amp meter with CT" & selector switch- 01 No. (iv) Frequency meter- 01 No. (v) KWH meter-01 No. (vi) Phase indication lamp-01 set (vii) Power factor meter-01 No. (viii) IDMT relay-01 No. (ix) Ampier meter- 01 No |
100 | OUT GOING FEEDER: 02 No. comprising of following accessories. (i) 630 Amp draw out type ACB L&T make -02 No. (ii) 0-600 Amp meter with CT" & selector switch- 02 No. (iii) Single phasing preventors- 02 Nos. (iv) Shut power capacitor- 02 Nos. (v) Face indicating lamp complete with instruments , fuses and tongle switch 01 set (vi) MCCB - 125 Amp. for lighting arrangement01 set Supply of 200 Hp. fully automatic starter with oilimmersed ATS type push button operated suitable to above pump motor set. |
101 | POWER WIRING a) Supply of copper conductor submersible cable Single core Mutli run 70 sq. mm ( Havels/Finolex) including LT jointing material such as copper Lugs, tape, gland etc as per requirement. |
102 | b) Jointing material such as lugs, tapes, as per required. |
103 | c) Complte double earthing with material such as earth plate, earth strips, coal and salt etc required as per . |
104 | MAIN PIPING AND VALVES: SUCTION SIDE CID/F sluice valve 150mm with hand wheel P.N. 1.6 (Kirlosker/LVC) … 02 No. MSDF Bend 150 mm dia 90 degree, 7.1mm wall thickness. 04 No. MSDF Taper 150 mm dia size of pump inlet 7.1mm wall thickness- 04 No. Supply of MS ERW pipe 200 mm dia 5 mtr. Long, 4.8mm wall thickness 01 No. Supply of MS D/F CI Sluice valve 200mm dia. Blind Flage 150 mm size - 02 Supply of 200 mm dia MS ERW pipe 4.8mm thick,for common suction line from CWR to Pump Houselump sum length 15.00 meter . |
105 | DELIVERY SIDE: 150mm diaand 7.1 mm thick delivery linelump sum length 20.00 meter with common header with 150mm size ASA 600 sluice valve Fouress make and MSDF 90 degree bend in each pump set . CS D/F Sluice valve 150 mm with hand wheel class 600 ASA- 02 No CS D/F non return valve 150 mm class 600 ASA - 02 No MS D/F Taper 150 X 100 mm dia size of pump outlet 7.1mm wall thickness- 02 No. MS flanged "Tee" 150X150X150 mm 7.1mm wall thickness. MS A/F radial "Tee" 150X150X150 mm 7.1mm wall thickness. MS Blind flanged 150mm 16mm wall thickness 01 No. MSDF Distance piece 150mm dia 1.5mtr. Long 7.1mm wall thickness. 01 No. MSDF Distance piece 150mm dia 3mtr. Long 7.1mm wall thickness. 01 No. Necessary MS Bolts, Nuts, washers, packing required for fixing of above "W" make high tensil ( Lump Sump) |
106 | BY PASS ARRANGEMENT: Out side the pump house this arrangement made with following specials. CS D/F Sluice valve 150 mm with hand wheel class 600 ASA 01 No CSDF Non return valve 150 mm with hand wheel class 600 ASA 01 No MS flanged "Tee" 150X150X150 mm 7.1mm wall thickness. |
107 | GAUGES: Supply of 150 mm dia Pressure gauge with control cock & fittings. 0-70 kg per cm squire 02 Nos Supply of 150 mm dia with compound gauge with control cock & fittings. 0-70 kg per cm squire. 02 No |
108 | Supply & erection of H.O.T. crane complete with tavelling trolly, chain pully block, M.S. Gantry, Grider, Cross Grider, Stoppers, Hand & Load Chain suitable to operate from floor label as detailed below at Matela Pump House. Including all necessary Civil wortk such as RCC, plaster etc material, labour T&P etc for proper complretion of work as per direction of engineer incharge, Size of Pump House -07 M.X 6Mx 5 M. INDEF make chain pully block capacity 5 Tone. Heavy duty Lift 5.0 Mtr Size of cross grider - 450mm X 150mm with inverted channel on Top. Size of gantry grider - 200mm X 100 mm Size of gantry rail - 40mm X 40 mm Gantry gear rod - 40mm dia Lenhth of gantry rail - 20 Mtrs (each side) |
109 | Supply of Fire extinguisher (6 Kg.) Co2 ABC type, class C |
110 | Supply of Rubber resistance sheet size 1X2X0.015m |
111 | Supply of following tools required for maintenace of pumping plants. (i) DE spanner set 12 Pieces: 1 Set. (ii) Ring spanner set 12 Pieces: 1 Set. (iii) Screw driver 200/250/300 mm size:3 Nos. (iv) Insulated Plier 200/250 mm size: 2 No. (v) Hammer 2 Kg: 1 No. (vi) Water pump plier 250 mm size: 1 No. (vii) Line tester: 1 No. (viii) Pipe wrench 300/350 mm size- 2 Nos. (ix) Screw wrench 300 mm size- 1 No. (x) Bearing Puller-1 No. (xi) Crimpling tool (Hydraulic type)-1 No. (xii) Digital Tong tester - 1 No. |
112 | Supply of material for Pump House Steel Almirah (5½"×33"×19")-1 No. Steel Table (3"×2"×2.5")-1 No. Steel Chair-4 Nos. Wall Clock-1 No. Data chart Board- 1 No. |
113 | Cost of internal & external electrification of pump house. including surrounding street light. |
114 | Cartage of supplied heavy material like pump, motor, starter panel, cable valves etc by Truck. |
115 | Installation & commissioning of complete pumping plant 02 set |
116 | Testing of pump at site manufecturer |
117 | Testing of new erected pump and motor set in pump House. |
118 | Insurances of all materials and complete work (Contract Bond Value) for a period of 18 months from the supply of materials and transit, insurance, freight work to store, taxes and duties as levied by the Governent . ` |
119 | Installation of 400 KVA transformer. |
120 | 11 K.V. fuse set. |
121 | Plinth for transformer of size 3mX 2 M. |
122 | Providing and fixing of wire mesh fencing system, with one gate Transformer size 5mX2mX2.5m |
123 | Earthing of transformer and switch gear by GI pipe of size 32mm and MS plate of 40mmX5mm |
124 | Supply & fixingof Aluminium conductor, arroumed power cable 3.5 core, 400 sq. mm ( Havels/Gloster/CCI) including LT jointing material such as copper Lugs, tape, gland etc as per requirement. |
125 | L.T PVC cable 3.5 core of 400 Amp. |
126 | Fitting and commissioning of 11 K.V. VCB |
127 | Laying of cable |
128 | Filling of cable box |
129 | Transformer: |
130 | 400 KVA Transformer of 11/0.415KV as IS specification with + 5% tapping with out-door, in-door type with standard fitting like, Make: NGEF/Kirlosker/ Crompton. |
131 | Transportation of all material, installationand commissioning, testing of transformer. |
132 | Expenditure onOperator Staffand maintenance cost |
133 | O & M cost for Medical College water supply scheme inclcuding labour * Note- above O&M Cost is not count on evaluation of tender. |
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