Tender For Confirmatory Survey, Drawing Design And Construction Of Source Work, Pump House, Cwr, Laying Of Rising Main, Supply Main, Distribution Lines, Providing Household Connection With Other Appurtenant Works Of Pandeygaon Pumping Ws Scheme Of Bl
Tender Value
Ref. Documents
Estimated cost
Bid Submission
08 Mar 2023
0 days left
EMD
6 Lakhs
Bank guarantee accepted
Document Fee
8260
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
bhimtal → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
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Address
Project Description
Confirmatory Survey, Drawing Design And Construction Of Source Work, Pump House, Cwr, Laying Of Rising Main, Supply Main, Distribution Lines, Providing Household Connection With Other Appurtenant Works Of Pandeygaon Pumping Ws Scheme Of Block Bhimtal
BOQ
| Sl. No. | Item Description |
| 1 | Civil WorksProviding of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete. |
| 2 | 80 mm dia 4.8 mm thick |
| 3 | 65 mm dia 4.8 mm thick |
| 4 | Excavation of earth for pipeline in following strata lift upto 1.5 m lead upto 30 m including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60 m from trenches including supply of labour, T & P etc.all complete assumingthat 90% pipe line is laid in trenches, it is estimated that 75% excavation will be in soilmixed with shingle, bajari and boulders and rest 25% will be in medium rock |
| 5 | Soil mixed with Boulder |
| 6 | Medium Rock |
| 7 | Supply and fixing of the following fittings including cartage of materials labour T&P and testing of valves etc. complete |
| 8 | 80 mm dia reflux valve |
| 9 | 65 mm dia reflux valve |
| 10 | Providing and fixing double acting air valve |
| 11 | 65 mm dia double orifice air valve |
| 12 | 80 mm dia double orifice air valve |
| 13 | Supply of all materials, labour, T&P etc. Complete and construct anchor/thrust blocks in RCC 1:2:4 for rising main excluding cost of steel 20 nos.0f 0.75x0.75x0.75 size |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars |
| 15 | Supply of all materials, labour, T&P etc. and construction of 60cm x 60cm x 75cm size Wheel Valve / Air Valve chambers. |
| 16 | Providing and laying in position specified grade of reinforced cement concrete: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) - Plinth Band, Lintel Band, shelves etc. |
| 17 | RR stone masonary in 1:6 cement sand mortar in foundation and plinth including supply of all materials,labour T&P etc. required for proper completion of the work. |
| 18 | Same as above item no 3(a)but laid in dry |
| 19 | Providing and laying in position cement concrete of spacified grade excluding the cost of centring and shuttering - all work upto plinth leval in 1:2:4(1Cement:2coarsesand : 4gradedstone aggregate 20 mm nominal size). |
| 20 | Supply of all materials, labour, T&P etc and construction of R.C.C.C.W.R. of following capacities ( in kiloliters ) with MS ladder outside and inside of the tank , M.S. M.H. cover with locking arrangement, ,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 , specials, and testing of tank, assuming bearing capacity as 8MT/M2 |
| 21 | 3 K.L. |
| 22 | 10 K.L. |
| 23 | 15 K.L. |
| 24 | 35 K.L. |
| 25 | 50 K.L. |
| 26 | 100 K.L. |
| 27 | Supply and installation of bucket type chlorinator |
| 28 | Providing of all materials, Carting from site store to site of work,Laying & jointing of GI (M) screwed pipes (including supply of all jointing materials, white lead, hemp and oil etc) in trenches withits cutting, threading and testing of pipe line etc complete.G I PIPE(M) |
| 29 | 15 mm dia (Balance FHTC) |
| 30 | 20 mm dia |
| 31 | 25 mm dia |
| 32 | 32 mm dia |
| 33 | 40 mm dia |
| 34 | 50 mm dia |
| 35 | 65 mm dia |
| 36 | Cartage of following sizes of valves, lowering them into trenches and fixing the same on water supply line including the cost of valves, specials lobour T&P complete in all respect but excluding the cost of excavation and chember |
| 37 | 20 mm dia |
| 38 | 25 mm dia |
| 39 | 32 mm dia |
| 40 | 40 mm dia |
| 41 | 50 mm dia |
| 42 | 65 mm dia |
| 43 | Air valves (Class-I)as per I S 788/1997. |
| 44 | 15mm dia |
| 45 | 20mm dia |
| 46 | Supply of all materials, labour, T&P etc. and construction of 90cm x 90cm x 100cm size Wheel Valve chamber . |
| 47 | Dismantling of following dia screwed and socketed G.I. Pipes, specials and fittings including taking out of dismantled G.I. pipes and specials from trenches and stacking them properly within 50m but excluding the cost of earth work. |
| 48 | 15 mm dia |
| 49 | 20 mm dia |
| 50 | 25 mm dia |
| 51 | Carting, laying & jointing fixing and testing of dismantled pipes includinglowering them into trenches , laying true to alignment & gradient , laying & jointing of pipe line including cutting & threading of pipe for making up lengths as required for proper completion of work |
| 52 | 15 mm dia |
| 53 | 20 mm dia |
| 54 | 25 mm dia |
| 55 | Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer in charge - for bituminous road |
| 56 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 meters lead as per direction of Engineer in charge. - for Nominal concrete 1:3:6 or richer mix. |
| 57 | Making connection with the existing M.S. Galvanised mains of upto 25mm nominal dia, including cutting and threading of pipe, bailing out water, fixing, if required, specials and testing etc. complete, but excluding cost of insertion pipes and specials besides boring out (and also subsequent back fill) existing main. |
| 58 | 15 mm to 25 mm |
| 59 | 32 mm to 40 mm |
| 60 | Inserting and fixing water meters or fittings such as stop cocks, wheel valves etc. in the existing G.I. pipe lines including cutting and threading pipe and making long threads etc. complete, |
| 61 | Upto 25 mm size |
| 62 | 32 mm to 40 mm |
| 63 | Providing & Fixing Bulk Water Meter inline type, flange end with integral mounted desplay and all necessaary fittings etc. complete. |
| 64 | 65 mm dia |
| 65 | 50 mm dia |
| 66 | Providing and fixing with all materials T&P labour Functional House Hold Tap Connection etc complete. [For Base Year Balance HH] |
| 67 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation, trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. - Ordinary rock |
| 68 | Providing and laying in position cement concrete of 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) grade - All work up to plinth level |
| 69 | Providing and laying in position 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) grade of Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement. |
| 70 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. - for Thermo-Mechanically Treated bars |
| 71 | Centering and shuttering including strutting,ropping etc. and removal of form |
| 72 | For foundation |
| 73 | For column |
| 74 | For beam |
| 75 | Slab, Chhajja |
| 76 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 77 | 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand). |
| 78 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 79 | Distempering with 1st quality acrylic distemper (ready mixed) of approved manufacturer, of required shade and colour complete, as per manufacturer’s specification. - New work (Two or more coat ) |
| 80 | Finishing walls with exterior paint of required shade - New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). |
| 81 | Chequered terrazzo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand). - Medium shade pigment using 50% white cement, 50% ordinary cement |
| 82 | 62 mm thick cement concrete flooring with concrete hardener topping under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume. Hardening compound is mixed @ 2 litre per 50 kg of cement or as per manufactures specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 83 | Providing and fixing to existing door frames - 24 mm thick factory made PVC door shutters made of styles and rails of a UPVC hollow section of size 59x24 mm and wall thickness 2 mm ± 0.2 mm with inbuilt edging on both sides. The styles and rails mitered and joined at the corners by means of M.S. galvanized/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanized M.S. tube of size 20x20 mm and 1 mm ± 0.1 mm wall thickness. The lock rail made up of ’H’ section, a UPVC hollow section of size 100x24 mm and 2 mm ± 0.2 mm wall thickness fixed to the shutter styles by means of plastic/galvanized M.S. ‘U’ cleats. The shutter frame filled with a UPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ± 0.1 mm wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanized M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). |
| 84 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. - Using M.S. angels 40x40x6 mm for diagonal braces. |
| 85 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. for window, ventilator and similar works. use angle, square bar, etc |
| 86 | Providing & fixing glass panes with putty and glazing clips in steel windows & ventilator all complete. With 4.0 mm thick glass panes. |
| 87 | Providing & fixing fly proof wire gauze to windows and ventilator with M.S. Flat 15x3 m and nuts & bolts complete. - Galvanized M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides. |
| 88 | Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. - ISMB 300 x 140 |
| 89 | Painting Steel work(doors, windows, etc.) with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture. |
| 90 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. for external works. |
| 91 | 25 mm dia nominal bore |
| 92 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. for internal works. |
| 93 | 20 mm dia nominal bore |
| 94 | Providing and fixing brass bib cock of approved quality. |
| 95 | 15 mm nominal bore |
| 96 | 20 mm nominal bore |
| 97 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet. |
| 98 | 150 mm diameter |
| 99 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. |
| 100 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. |
| 101 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. |
| 102 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 103 | Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required.Kitchen sink with drain board |
| 104 | 510x1040 mm bowl depth 200 mm |
| 105 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 106 | Circular tank |
| 107 | Excavation of earth below G.L. by manually or by mechanical means for laying of Sewers, Manholes, Gully pits, Chambers etc. in soil including extra excavation below inverts, trimming and dressing of sides, leveling and back filling of trenches by excavated earth in 20cm layers, watering and ramming the same including removal of surplus earth or other dismantled material upto a distance of 50 meters from the centre of trenches and cleaning of sites properly after completion of the work. Excavation by mechanical means shall be restricted upto 90 cm above invert levels at every point of excavation. Excavation from invert levels to 90cm above shall be done manually only.Soil mixed with moorum, shingle & kankar etc. using of any specials, T&P, if required. (95% of relevant quantity) |
| 108 | 0.00m to 1.50m B.G.L. |
| 109 | Supply & Laying-Jointing of following dia R.C.C. S&S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with rubber gaskets and with necessary spun yarn soaked in bitumen jointing with 1:2 cement mortar in coarse sand including cost of all jointing materials and testing etc. complete but excluding excavation and back filling of trenches upto ground level. (Class - NP3)150mm dia |
| 110 | 0.00m to 1.50m B.G.L. |
| 111 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design.Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) |
| 112 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 113 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. - All kinds of soil. |
| 114 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering : All work up to plinth level - 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). |
| 115 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 116 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). |
| 117 | Extra for providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement. |
| 118 | Supplying and filling in plinth with earth, sand and other filling materials under floors including, watering, ramming consolidating and dressing complete. |
| 119 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. for window, ventilator and similar works. use angle, square bar, etc |
| 120 | 12 mm cement plaster of mix in 1:4 (1 cement : 4 coarse sand) |
| 121 | Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinkable priming coat to give an even shade. |
| 122 | Providing and fixing on wall face unplasticised Rigid PVC pipes. With 110 mm diameter |
| 123 | Providing and fixing PTMT bib cock of approved quality and color. - 15mm nominal bore, 90mm long, weighing not less than 93 grams. |
| 124 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. - 15mm dia |
| 125 | Making soak pit 2.5 m diameter circular / 2.5 m square 3.0 meter deep with 45 x 45 cm dry brick honey With F.P.S. bricks |
| 126 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers asrequired complete as per the direction of Engineer-in-charge Made of |
| 127 | G.I. wire of dia 4 mm |
| 128 | Provide all materials labour T&P etc. completeand fixing of MS Gate/Angle as per departmental type design. |
| 129 | 20mm thick plaster with cement and fine sand in 1:4 including racking of joints upto 1.27cm.depth,supply of all materials labour T&P required for proper completion of the work. |
| 130 | E&M WorksS.I.T.C. of Submersible Pumping Plant with Accessories for I-Well (Stage-1 ) |
| 131 | Supply of Submersible Pump set 160LPM at 80Mts. Head Assembly operating at 3 phase 50 Hz AC Supply .( 1set pump as stand bye ) suitable or 200mm dia assembly of Tubewell. |
| 132 | Supply of DOL starter Cum panel as per Specification.suitable to control above pump- motor set. |
| 133 | Supply of Power Wiring & material as per Specification. and site requirement.(i)4 sq.mm 3 core submersible cabe-180 mt. (ii) 6 sq. mm 3.5 core Copper.cable-40 mt. |
| 134 | Supply of Earthing material as per Specification and site requirement. |
| 135 | Supply ofMainpiping andvalvesas per specification and site requirement. |
| 136 | Supply of pressure Gauges and compound gauge with fittings as per specification |
| 137 | Supply of Tools and site requirement. |
| 138 | Supply of rubber resistance sheet 1mx2mx0.025m |
| 139 | Supply of 32 Amp. MCCB and site requirement. |
| 140 | Supply ofof 10KVA automatic voltage regulator (compact) servo controlled stablizer with all accessories as per spacification and site requirement. |
| 141 | Chain pully block of 2 ton capacity 4.5 mt.lift super gear and site requirement. |
| 142 | Intelligent GSM based Mini Remote Terminal Units/PLC with analog and digital parameters and features as specified mini T.W. and transmit data on GSM backbone. GSM based wireless Communication system capable to transfer and gather data from remote sites to master Control Stations (Voltage, Current, Power factor,Pumping running Hour etc.) with 6 Amp. Automatic Voltage stabilizer with high and low cut and isolation transformer, including Erection, testing and commissioining and modification of starter with AC and DC relays and necessary wiring complete in all respect. as per spacification and site requirement. |
| 143 | Installation, Commissioning & Testing of pumping plant as per spacification and site requirement. |
| 144 | Painting |
| 145 | Trial Run & Maintenance for six Months |
| 146 | Carting of pumping plant upto site. |
| 147 | S.I.T.C. of Centrifugal Pumping Plant with Accessories for MPS (Stage-2) |
| 148 | Supply of High head multistage horizontal Centrifugal pumping plant capableto deliver 320 LPM at 230Mts. Head.Supply of Induction motor T.E.F.C 2900 RPM operating at 415± 10% volts 3 phase 50C/S A.C. supply Suitable for above pump.Supply of M.S. fabricated base plate for above pump and motor set, coupling and coupling guard. |
| 149 | Supply of Fully automatic Auto Transformer starter as per Specification and site requirement. |
| 150 | Supply of Control Panel as Per Specification and site requirement. |
| 151 | Supply of Power Wiring & material as per spacification and site requirement.(i)16 sq.mm 3 core submersible cabe-80 mt.(ii)35sq. mm 3.5 core Copper cable-50 mt. |
| 152 | Supply of Earthing material as per spacification and site requirement. |
| 153 | Supply ofMainpiping andvalvesas per specification and site requirement. |
| 154 | Supply of pressure Gauges and compound gauge with fittings as per specification |
| 155 | Supply of Tools as per spacification and site requirement. |
| 156 | Supply o rubber resistance sheet 1mx2mx0.025m |
| 157 | Supply of 100Amp. TPN Main Switch |
| 158 | Supply ofof 63KVA automatic voltage regulator (compact) servo controlled stablizer with all accessories as per spacification and site requirement. |
| 159 | Installation, Commissioning & Testing of pumping plant. |
| 160 | Testing o pumping plant against guaranteed figures of \"schedule\" E at work |
| 161 | Painting |
| 162 | Trial Run & Maintenance for six Months |
| 163 | Carting of pumping plant upto site. |
| 164 | S.I.T.C. of Centrifugal Pumping Plant with Accessories for IPS-I (Stage-3) |
| 165 | Supply of High head multistage horizontal Centrifugal pumping plant capableto deliver 320 LPM at 290Mts. Head.Supply of Induction motor T.E.F.C 2900 RPM operating at 415± 10% volts 3 phase 50C/S A.C. supply Suitable for above pump.Supply of M.S. fabricated base plate for above pump and motor set, coupling and coupling guard. |
| 166 | Supply of Fully automatic Auto Transformer starter as per Specification and site requirement. |
| 167 | Supply of Control Panel as Per Specification and site requirement. |
| 168 | Supply of Power Wiring & material as per spacification and site requirement.(i)25 sq.mm 3 core submersible cabe-80 mt.(ii)35sq. mm 3.5 core Copper cable-50 mt. |
| 169 | Supply of Earthing material as per Specification. |
| 170 | Supply ofMainpiping andvalvesas per specification. |
| 171 | Supply of pressure Gauges and compound gauge with fittings as per specification |
| 172 | Supply of Tools. |
| 173 | Supply o rubber resistance sheet 1mx2mx0.025m |
| 174 | Supply of 125Amp. TPN Main Switch |
| 175 | Supply ofof 100KVA automatic voltage regulator (compact) servo controlled stablizer with all accessories as per spacification and site requirement. |
| 176 | Chain pully block of 2 ton capacity 4.5 mt.lift tested on 2 ton load. |
| 177 | Installation, Commissioning & Testing of pumping plant. |
| 178 | Testing of pumping plant against guaranteed figures of \"schedule\" E at work |
| 179 | Painting |
| 180 | Trial Run & Maintenance for six Months |
| 181 | Carting of pumping plant upto site. |
| 182 | S.I.T.C. of Centrifugal Pumping Plant with Accessories for IPS-II (Stage-4) |
| 183 | Supply of High head multistage horizontal Centrifugal pumping plant capableto deliver 200 LPM at 250Mts. Head.Supply of Induction motor T.E.F.C 2900 RPM operating at 415± 10% volts 3 phase 50C/S A.C. supply Suitable for above pump.Supply of M.S. fabricated base plate for above pump and motor set, coupling and coupling guard. |
| 184 | Supply of Fully automatic Auto Transformer starter as per spacification and site requirement. |
| 185 | Supply of Control Panel as Per Specification |
| 186 | Supply of Power Wiring & material as per Specification.(i)10 sq.mm 3 core submersible cabe-80 mt.(ii)35sq. mm 3.5 core copper cable-50 mt. |
| 187 | Supply of Earthing material as per spacification and site requirement. |
| 188 | Supply ofMainpiping andvalvesas per spacification and site requirement. |
| 189 | Supply of pressure Gauges and compound gauge with fittings as per spacification and site requirement. |
| 190 | Supply of Tools. |
| 191 | Supply of rubber resistance sheet 1mx2mx0.025m |
| 192 | Supply of 63Amp. TPN Main Switch as per spacification and site requirement. |
| 193 | Supply ofof 63KVA automatic voltage regulator (compact) servo controlled stablizer with all accessories as per spacification as per spacification and site requirement. |
| 194 | Installation, Commissioning & Testing of pumping plant. |
| 195 | Testing of pumping plant against guaranteed figures of \"schedule\" E at work |
| 196 | Painting |
| 197 | Trial Run & Maintenance for six Months |
| 198 | Carting of pumping plant upto site. |
AI Tender Summary
Tender Timeline
Feb 21, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedMar 08, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 10, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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