Tender For Pump House Work-Line 58 15Th Finance Commission Ke Antergat Ward 11 Mai Naveen Pump House Ka Karye As Per- 1 Transportation Moradabad From Store 2 Transportation Of Rig Machine 1X1x10 Kms 3 Transportation Of T&P By Truck 2X2x10 Kms 4 Lo
Tender Overview
Project Description
Tender For Pump House Work-Line 58 15Th Finance Commission Ke Antergat Ward 11 Mai Naveen Pump House Ka Karye As Per- 1 Transportation Moradabad From Store 2 Transportation Of Rig Machine 1X1x10 Kms 3 Transportation Of T&P By Truck 2X2x10 Kms 4 Loading & Unloading Of T&P 2X2 Jobs 5 Toeing Of Air Compressor By Tractor 1X2x10 Kms. 6 Transportation Of Compressor T&P By Truck 1X2x20 Kms 7 Loading & Unloading Of T&P 1X2 Jobs 8 Toeing O.P. Unit By Tractor 1X2x10 Kms 9 Transportation Of O.P. Unit T&P 1X2x 10 Kms 10 Loading And Unloading Of T&P 11 Return Trip Of Above T&P Rig Machine Compressor And O.P. Unit 12 Transportation Of Tubewell Assembly 1X2x10 Kms 13 Loading And Unloading Of T.W. Assembly 14 Supply Of Tube Well Assembly 15 300 Mm Dia M.S. Erwhousing Pipe Of 7.1 Mm Thickness As Per Is-3589 / 4270 16 200 Mm Dia M.S. Erwblind Pipe Of 7.1 Mm Thickness As Per Is-3589 / 4270 17 300X200 Mm Dia M.S. Reducer 18 200 Mm Dia M.S. Erwsoltted Pipeas Per Is-8100 19 300 Mm Dia M.S. Socket / Rings 20 200 Mm Dia M.S. Socket / Rings 21 200 Mm Dia M.S. Bail Plug 22 200 Mm Dia Centre Guide 23 300 Mm Dia M.S. Housing Clamp 24 300 Mm Dia M.S. Tube Well Cap 25 200X100 Mm Tube Well Foundation R.S. Joint 2.50 Mtr Long 26 Drilling Of Bore 27 Erection Of R.C. Rig Machine And Clamp Equipage 28 Drilling Of 675 Mm Bore From Gl To 45M Bgl 29 Drilling Of 600 Mm Bore From 45 M To 90M Bgl 30 Drilling Of 600 Mm Bore From 90 M To 120M 31 Drilling Of 600 Mm Bore From 120 M To 130M 32 Dismentling Of Rig Machine And Its T&P After Completion Of The Work 33 Water Arrangment For Construction Of T.W. 34 Lowering Of Tubewell Assembly 35 Lowering Of 300 Mm Dia M.S. Housing Pipe From Gl To 42 M Bgl 36 Lowering Of 200 Mm Dia M.S. Blind / Slotted Pipe From 42 M To 90 M Bgl 37 Lowering Of 200 Mm Dia M.S. Blind / Slotted Pipe From 42 M To 90 M Bgl 38 Supply Of 1.6 Mm To 4.8 Mm Size Pea Gravel From Lal Quan Qunrry As Per Is -4097 39 Development Of Tubewell 40 Erection Of Compressor Machine And Clamp Equipage 41 Dismentling Of Compressormachine And Clamp Equipage After Completion Of The Work 42 Development Of Tubewell By 250 Psi Capacity Air Compressor 43 Erection Of Submersibile O.P. Unit And Clamp Equipage 44 Dismentling Of Above After Completion Of Development. 45 Development Of Tubewell Of Tubewell By Submersibile / O.P Unit. 46 Yield Test Of Tubewell 47 Chemical And Bacteriological Test Of Water. 48 Watch And Ward For Construction Period. 49 Rental Charges Of Rig Machine, Air Compressor And Submersibile / O.P. Unit. 50 Fencing And Barricating By Barbed Wire For The Safety Of Childern / Cattle. 51 Site Clearance / Unforseen Work 52 2000 Lpm 48 M Head 35H.P. 2900 Rpm , 3 Stage Submersibile Clear Water Pumping Plant Suitable To Operate On 415 ± 5% Volt, 50 Hz, 3-Phase A.C. Supply ( As Per Is 8034 - 1989 ) 53 Type Of Starter :- Fully Automatic Star Delta Comprising Of L&T Make ( 50 Hp ) . 54 Contractor Of Suitable Rating 55 Tor Of Suitable Ratings 56 Pb Switches. 57 Dual Amp & Voltmeter 58 Amp Meter Slector Switche. 59 Toggle Switch. 60 Indicating Lamps Phase Fuilure. 61 Phase Revesal Relay. 62 Single Phase Preventer. 63 Capacitor Of Suitable Ratings. 64 Electric Magnatic Online Flow Meter Of 150 Mm Dia 65 Main Piping And Valve 66 150 Mm Dia 7.1 Mm Thick M.S. Column Pipe With Both End Flanged And Groove For Passing Submersibile Cable In Each Length In 3 M Long 24 M With 1 M Long Top Pipe With Cap ( Damdam ) Andsealing Ring ( 10 Nos. ) 67 Ci- / D / F 90 Bend Of Size 150 Mm Dia ( 01 Nos. ) 68 Ci-A / F Tee Of Size 150 Mm Dia ( 01 Nos. ) 69 M.S. D.F. Pipe Of 150 Mm Dia 1.0 Mtr. Long 1 No. And 1.5 Mtr. Lomg 2 Nos. ( 03 Nos. ) 70 M.S. Enargler / Reducer Of Suitable Size. ( 01 Nos. ) 71 Kirlosker / Ivc Make Sluice Valve 150 Mm Dia P.N. Rating 1.0 Having Following Specification Confirming ( As Per Is -14846-2000 ) ( 02 Nos. ) 72 Non Raising System With Hand Wheel 73 Both End Flanged- With Isometric Trap Axial Threads For Smooth Operation Of Strem 74 Face Ring Pressed In Body And Wedge. 75 Wedge Tarred On Both Sides Provided With Deep Groves Inside. 76 Application Handling Of Clear Water Sp. Gr. 1.0 ( Confirming To Is-15.780 / Is 2905 ) 77 Kirlosker / Ivc Make 150 Mm Dia Reflex Valve ( Confirming To Is-5312 Part 1 ) Having Following Specification. 78 Suitable For Handing Clear Water Having Specific 79 Both End Flanged. 80 Door Contact On Pheriphery. 81 Body Gun Metal 82 Hinge Pin Stainless Steel 83 Disc Face High Quality Mature Rubbe Or Better. 84 Nut Bolt And Rubber Packing As Per Requirment. 85 Lifting Tackle Of 2 Tone Capacity 4.5 Mtr. Lift. 86 Pressure Gauge And Depth Gauge Complete In All Fitting 87 Tools And Spanners With Pipe Wrenches And 150 Mm Size Clamp Set. 88 Painting Of Pumping Plant 89 Erection Of Pumping Plant And Power Wiring And Earthing And Other Civil Work. 90 One Month Trial Run During The Period Of Installation. 91 Commissioning And Testing Of Pumping Plant. 92 Misc. Items I.E. Kit Kit Board, T.W. Cover, M.S. Cross Submersibile Cable Etc. 93 Supply And Erection Of 06 Lph Capacity Electro- Mechnical Type Chlorinating Plant Suitable To Inject Bleaching Power Solution Upto 10 Kg. / Cm² Pressure Complete In Allrespect. 94 Laying And Jointing Of 200 Mm Diaraising Main With Pipe Line Including All Material 95 200 Mm Dia M.S. Erwblind Pipe Of 7.1 Mm Thickness As Per Is-3589 / 4270 96 Tail Piece Reducer 250X200 Mm Dia Flanged 97 Ms Elbow 200 Mm Dia 98 Ms Flange 200 Mm Dia 99 Gaskit 200 Mm Dia 100 Nut Bolt 5 Soot 3 101 Chamber Of Sluice Valve 102 Cutting Work Of Ms Pipe 200 Mm Dia 103 Welding Work Of Ms Pipe 200 Mm Dia 104 Dismentling Old Cc Tiles ( 20X 1.0 ) 105 Earthwork Excavation For Pipe Line Trenches In Soil Mixed With Single Stone Bolders….. ( 20X1.0X1.0 ) 106 Laying Jointing, Cutting And Testing Etc Complete For 200 Mm Dia Pipe Line…. 107 Making Connection Of New Pipe Line To Main Pipe Line 250 X 200 Mm Dia. 108 Laying Cc 1:6:12 For Restoration Of Road. ( 20X1x0.08 ) 109 S / L Of Interlocking Tiles @ 15% 110 Re-Laying Of Interlocking Tiles @85% 111 Pump House 112 Excavation In Foundation In Ordinarysoil ( Loam, Clay Of Sand ) Including Lift Up To 1.5M And Lead Up To 50M, Filling, Watering And Ramming Of Excavated Earth Into The Rrenches Or Into The Space Between The Building And The Sides Of Foundation Trenches Or Into The Plinth And Disposal Of Surplus Earth Up To A Distance Of 50M From The Ecntre Of The Foundation Trenches 113 Concrete With 40 Mm Gauge Brick Ballast, Local Sand And Cement In Proportioon ( 12:6:1 ) In Foundations And Floors Including Supply Off All Materials, Labouts T& P Etc. Required For Proper Completion Of The Work 114 I Class Brick Work In 1:6 Cement And Local Sand Mortar In Foundation And Plinth Including Supply Of All Materials Labours, T&P Etc Required For Proper Completeion Of The Work 115 I Class Brick Work In 1:4 Cement And Local Sand Mortor In Foundation And Plinth Includigsupply Of All Materials Labours, T&P Etc. Required For Proper Completion Of The Workfor Chamber Into Ph ( 01 No. ) 116 As In Item 3A Above But In Superstructure Including Necessary Cutting And Moulding Of Bricks As Required And Also Including Honey Comb Brick Work Thickness Of Wall Not To Be Less Than 1 Brick 117 As In Item 3A Above But In Superstructure Including Necessary Cutting And Moulding Of Bricks As Required And Also Including Honey Comb Brick Work Thickness Of Wall Not To Be Less Than 1 / 2 Brick Wall ( Above Verandha Slab ) 118 20 Mm Thick Damp Proof Course With Cement And Approved Course Sand In 1:2 Including 5% Water Proofing Materials Of In The Propotion As Specified For Poper Complition Of The Work And Including Curing And Shuttering As Necessary 119 R.C.C. Work With Cement, Coarse Sand And 20Mm Gauge Approved Stone Ballast In Proportion Of 1:2:4 In Lintels Of Doors And Windows, Slab & Chhaja Excluding Supply Of Reinforcement And Its Bending. But Including Its Fixing And Binding The Same With 0.50 Mm Thick Binding Wire ( To Be Supplied By The Contractor ) And Including Centering And Shuttering, Supply Of All Materials, Labours T&P Etc. Required For Proper Completion Of The Work 120 Slab- Varandha 121 Beam / Lintal - Varandha 122 Chhajja 123 Mild Steel Or Iron Work In Plain Work Scch As R.C.C. Or R.B. Work ( When Not Included, In Over All Rates ) , Wrought To Required Shape As Necessary Including Bending For Proper Complition Of The Work Including Supply Of Steel And. Wastage. 1% Of Total Volume Of Rcc = 1.91 +0.485+0.40+.072 = 2.90 M3 @ 1% = 0.028 M3 124 Cement Concrete With 20 Mm Gauge Approved Stone Ballast, Coarse Sand And Cement In The Propotion Of 4:2:1 Including Supply Of All Materials Labour, T&P Etc Required For Proper Completion Of The Workfor Fixing Of R.S. Joist ( 02 No. ) 125 R.C.C. Man Hole Cover ( 0.85*0.85*0.10 M ) ( 1 No. ) 126 Supply & Fixing Of Angle Iron Of Size 40*40*6 Mm Door Chaukhat Including Fixing Of Hold Fast & 125 Mm Size Heavey Duty Hinges Etc Complete1.20*2.10-1No. & 0.9*2.10-1No. 127 Supply & Fixing Of Angle Iron Of Size 40*40*6 Mm Window Chaukhat With Grill Including Fixing Of Hold Fast & 100 Mm Size Heavey Duty Hinges Etc Complete0.9*1.50-4No. 128 Supply And Fixing Of 35 Mm Thick Plywood Door Shutter Excluding Al Drop Tower Dolt. Handle. Silencer & Stoper Etc. Complete All The Accessaries Should Be Heaved Duty & Approved Make & Quality 129 Supply And Fix 35 Mm Thick Sheesham Wood Fully Panelled Windows Shutters Including Supply And Fixing Of Wooden Cleats And Stops And Fixing Adjustments Of Hinges Bolts Locks Handles Spring And Other Fitting ( 4 No. ) 130 Proveinding And Fix Ventilators ( As Square Bar Grill ) Over Opening Including Supply Of All Materials, Labour T&P Etc. Required For Proper Completion Of Work 300 * 300 Mm ( 4 No. ) 131 12 Mm Thick Plaster In 1:6 With Cement And Local Sand Mortar Over Brick Work Minimum Thickness Not To Be Less Then 10 Mm Including Supply Of All Materials Labour T&P Etc Required For Proper Completion Of The Work 132 12 Mm Thick Plaster In 1:6 With Cement And Local Sand Mortar Over Rough Face On Brick Work Minimum Thickness Not To Be Less Then 10 Mm Including Supply Of All Materials Labour T&P Etc Required For Proper Completion Of The Work 133 20 Mm Thick Cement Plaster In Dado Or Skirting ( 1:2 ) Consisting Of Cement And Coarse Sand Laid In Panels Finished With 3 Mm Floating Cost Of Neat Cement Or 1:5 Cement And Marble Dust Including Supply Of All Materials Labours T&P Ec Required For Proper Completion Of The Work 134 Earth Filling In Plinth Including Supply Of Necessary Quantity Of Sand From A Distance Not Exceeding 10 Km From The Site Of Work And Including Watering Dressing Etc Rate To Include The Cost Of All Materials Labours T&P Etc Required For Proper Completin Of The Work 135 25 Mm Thick 1:2:4 Plain Cement Concrete Floor With Cement Coarse Sand And 20 Mm Gauge Stone Ballast Laid In Panels Finished With 3Mm Floating Coat Of Neat Cement Or Cement And Marble Dust In Ratio 1:5 As Specified Over And Including 75 Mm Thick Base Concrete Consisting Of Cement Local Sand And 1St Class Brick Ballast 40 Mm Gauge In The Joint Of Panels If Any And Giving Them Uniform Finish Including Supply Of All Materials Labour And T And P Etc Required For Proper Completion Of The Work 136 40 Mm Thick 1:2:4 Plain Cement Concrete Floor With Cement Coarse Sand And 20 Mm Gauge Stone Ballast Laid In Panels Finished With 3 Mm Floathing Coat Of Neat Cement Or Cement And Marble Dust In Ratio 1:5 As Specified ( Without Base Concrete. ) 137 Painting Or Vamishing New Iron Work In Small Areas Or New Wood Work With One Coat Primig And Two Coat Of Approved Paint Or Vamish Including Supply Of All Materials, Labour And T&P Etc Required For Proper Completion Of The Work 138 White Washing Three Coat Includng Supply Of All Materials Labour And T And P Etc Required For Proper Completion Of The Work 139 Finishing Wall With Water Proof. Cement Paint Of Approved Make And Quality Over One Priming Coat On New Work With Two Coats, To Give An Even Shade Including Prepration Of Surface & Supply Of All Matrials Labour T&P Etc Required For Proper Completion Of The Work ( 01 No. ) 140 Supply Of Rolled Steel Joists Complete. Size 225*100 Mm & Length 2.90M. ( 01 No. ) 141 Fixed In Position Item No 20 Excluding Cost Of Joists But Including All Labour In Handing And Hoisting Etc. Complete Size 225*100Mm & Length - 2.90 M 142 Supply And Fix 100 Mm Dia A.C. Down Pipe Complete With Rose Heads Bands With Eye Hole And Groutings Etc Fixed To Walls With ( C.I Bend-2.C. Pipe - 5.70, C.I. Shoe-2 ) ( 01 No. ) 143 Supply & Fixing Of Oxidized Iron Fitting For Door & Window 144 Site Clearance And Other Unforseen Item 145 Anti Termit Treatment ( 01 No. ) 146 Cess 147 G.S.T.
BOQ
| Sl. No. | Item Description |
| 1 | Transportation Moradabad from store |
| 2 | Transportation of Rig machine 1X1X10 Kms |
| 3 | Transportation of T&P by truck 2X2X10 Kms |
| 4 | Loading & Unloading of T&P 2X2 jobs |
| 5 | Toeing of Air Compressor by Tractor 1X2X10 Kms. |
| 6 | Transportation of Compressor T&P by truck 1X2X20 Kms |
| 7 | Loading & Unloading of T&P 1X2 jobs |
| 8 | Toeing O.P. unit by tractor 1X2X10 Kms |
| 9 | Transportation of O.P. Unit T&P 1X2X 10 Kms |
| 10 | Loading and unloading of T&P |
| 11 | Return trip of above T&P Rig machine Compressor and O.P. unit |
| 12 | Transportation of Tubewell Assembly 1X2X10 Kms |
| 13 | Loading and unloading of T.W. assembly |
| 14 | Supply of Tube well assembly |
| 15 | 300 mm dia M.S. ERWhousing pipe of 7.1 mm thickness as per IS-3589/4270 |
| 16 | 200 mm dia M.S. ERWBlind pipe of 7.1 mm thickness as per IS-3589/4270 |
| 17 | 300X200 mm dia M.S. reducer |
| 18 | 200 mm dia M.S. ERWsoltted pipeas per IS-8100 |
| 19 | 300 mm dia M.S. socket /Rings |
| 20 | 200 mm dia M.S. socket /Rings |
| 21 | 200 mm dia M.S. Bail plug |
| 22 | 200 mm dia Centre Guide |
| 23 | 300 mm dia M.S. Housing clamp |
| 24 | 300 mm dia M.S. Tube well cap |
| 25 | 200X100 mm Tube well foundation R.S. Joint 2.50 Mtr long |
| 26 | Drilling of Bore |
| 27 | Erection of R.C. Rig machine and clamp equipage |
| 28 | Drilling of 675 mm bore from GL to 45M BGL |
| 29 | Drilling of 600 mm bore from 45 M to 90M BGL |
| 30 | Drilling of 600 mm bore from 90 M to 120M |
| 31 | Drilling of 600 mm bore from 120 M to 130M |
| 32 | Dismentling of Rig machine and its T&P after completion of the work |
| 33 | Water arrangment for construction of T.W. |
| 34 | Lowering of Tubewell Assembly |
| 35 | Lowering of 300 mm dia M.S. housing pipe from GL to 42 m BGL |
| 36 | Lowering of 200 mm dia M.S. Blind /Slotted pipe from 42 M to 90 M BGL |
| 37 | Lowering of 200 mm dia M.S. Blind /Slotted pipe from 42 M to 90 M BGL |
| 38 | Supply of 1.6 mm to 4.8 mm size pea gravel from Lal Quan Qunrry as per IS -4097 |
| 39 | Development of Tubewell |
| 40 | Erection of compressor machine and clamp equipage |
| 41 | Dismentling of compressormachine and clamp equipage after completion of the work |
| 42 | Development of Tubewell by 250 PSI capacity air compressor |
| 43 | Erection of submersibile O.P. unit and clamp equipage |
| 44 | Dismentling of above after completion of development. |
| 45 | Development of Tubewell of tubewell by Submersibile/O.P unit. |
| 46 | Yield test of Tubewell |
| 47 | Chemical and bacteriological test of water. |
| 48 | Watch and ward for construction period. |
| 49 | Rental charges of Rig Machine, Air Compressor and Submersibile/O.P. Unit. |
| 50 | Fencing and barricating by barbed wire for the safety of childern/cattle. |
| 51 | Site clearance/unforseen work |
| 52 | 2000 LPM 48 M head 35H.P. 2900 RPM , 3 stage submersibile clear water pumping plant suitable to operate on 415 ± 5% volt, 50 HZ, 3-phase A.C. supply ( As per IS 8034 - 1989) |
| 53 | Type of starter :- Fully Automatic star delta comprising of L&T make (50 HP). |
| 54 | Contractor of suitable rating |
| 55 | TOR of suitable ratings |
| 56 | PB switches. |
| 57 | Dual Amp & Voltmeter |
| 58 | Amp meter slector Switche. |
| 59 | Toggle switch. |
| 60 | indicating Lamps Phase fuilure. |
| 61 | Phase revesal relay. |
| 62 | Single phase Preventer. |
| 63 | Capacitor of suitable ratings. |
| 64 | Electric magnatic online Flow meter of 150 mm dia |
| 65 | Main piping and Valve |
| 66 | 150 mm dia 7.1 mm thick M.S. column pipe with both end flanged and groove for passing submersibile cable in each length in 3 M long 24 M with 1 M long top pipe with cap ( Damdam) andSealing Ring (10 Nos.) |
| 67 | CI-/D/F 90 bend of size 150 mm dia(01 Nos.) |
| 68 | CI-A/F Tee of size 150 mm dia(01 Nos.) |
| 69 | M.S. D.F. pipe of 150 mm dia 1.0 Mtr. Long 1 No. and 1.5 Mtr. Lomg 2 Nos.(03 Nos.) |
| 70 | M.S. enargler/Reducer of suitable size.(01 Nos.) |
| 71 | Kirlosker/IVC make sluice valve 150 mm dia P.N. rating 1.0 having following specification confirming( As per IS -14846-2000)(02 Nos.) |
| 72 | Non raising system with hand wheel |
| 73 | Both end flanged- With isometric trap axial threads for smooth operation of strem |
| 74 | Face ring pressed in body and wedge. |
| 75 | Wedge tarred on both sides provided with deep groves inside. |
| 76 | Application handling of clear water sp. Gr. 1.0 ( Confirming to IS-15.780/IS 2905) |
| 77 | Kirlosker/IVC make 150 mm dia Reflex valve ( Confirming to IS-5312 part 1) having following specification. |
| 78 | Suitable for handing clear water having specific |
| 79 | Both end flanged. |
| 80 | Door contact on pheriphery. |
| 81 | Body gun metal |
| 82 | Hinge pin stainless steel |
| 83 | Disc face high quality mature rubbe or better. |
| 84 | Nut bolt and rubber packing as per requirment. |
| 85 | Lifting tackle of 2 tone capacity 4.5 Mtr. Lift. |
| 86 | Pressure gauge and depth gauge complete in all fitting |
| 87 | Tools and spanners with pipe wrenches and 150 mm size clamp set. |
| 88 | Painting of Pumping Plant |
| 89 | Erection of pumping plant and power wiring and earthing and other civil work. |
| 90 | One Month trial run during the period of installation. |
| 91 | Commissioning and testing of pumping plant. |
| 92 | Misc. Items i.e. Kit Kit Board, T.W. cover, M.S. cross submersibile cable etc. |
| 93 | Supply and erection of 06 LPH capacity Electro- mechnical type chlorinating plant suitable to inject bleaching power solution upto 10 Kg./cm² pressure complete in allrespect. |
| 94 | Laying and jointing of 200 mm diaRaising Main with pipe line including all material |
| 95 | 200 mm dia M.S. ERWBlind pipe of 7.1 mm thickness as per IS-3589/4270 |
| 96 | Tail piece reducer 250X200 mm dia flanged |
| 97 | MS elbow 200 mm dia |
| 98 | MS flange 200 mm dia |
| 99 | Gaskit 200 mm dia |
| 100 | Nut bolt 5 soot 3\" |
| 101 | Chamber of sluice valve |
| 102 | Cutting work of MS pipe 200 mm dia |
| 103 | Welding work of MS pipe 200 mm dia |
| 104 | Dismentling old CC Tiles ( 20X 1.0) |
| 105 | Earthwork excavation for pipe line trenches in soil mixed with single stone bolders…..( 20X1.0X1.0) |
| 106 | Laying jointing,cutting and testing etc complete for 200 mm dia pipe line…. |
| 107 | Making connection of new pipe line to main pipe line 250 X 200 mm dia. |
| 108 | Laying CC 1:6:12 for restoration of Road.(20X1x0.08) |
| 109 | S/L of Interlocking Tiles @ 15% |
| 110 | Re-Laying of Interlocking tiles @85% |
| 111 | Pump house |
| 112 | Excavation in foundation in ordinarysoil (loam, clay of sand) including lift up to 1.5m and lead up to 50m, filling, watering and ramming of excavated earth into the rrenches or into the space between the building and the sides of foundation trenches or into the plinth and disposal of surplus earth up to a distance of 50m from the ecntre of the foundation trenches |
| 113 | Concrete with 40 mm gauge brick ballast, local sand and cement in proportioon (12:6:1) in foundations and floors including supply off all materials, labouts T& P etc. required for proper completion of the work |
| 114 | I class brick work in 1:6 cement and local sand mortar in foundation and plinth including supply of all materials labours, T&P etc required for proper completeion of the work |
| 115 | I class brick work in 1:4 cement and local sand mortor in foundation and plinth includigsupply of all materials labours, T&P etc. required for proper completion of the workfor chamber into PH (01 No.) |
| 116 | As in item 3a above but in superstructure including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1 brick |
| 117 | As in item 3a above but in superstructure including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1/2 brick wall (Above verandha slab) |
| 118 | 20 mm thick damp proof course with cement and approved course sand in 1:2 including 5% water proofing materials of in the propotion as specified for poper complition of the work and including curing and shuttering as necessary |
| 119 | R.C.C. work with cement, coarse sand and 20mm gauge approved stone ballast in proportion of 1:2:4 in lintels of doors and windows, slab & chhaja excluding supply of reinforcement and its bending. But including its fixing and binding the same with 0.50 mm thick binding wire (to be supplied by the contractor) and including centering and shuttering, supply of all materials, labours T&P etc. required for proper completion of the work |
| 120 | SLAB- varandha |
| 121 | BEAM/LINTAL - varandha |
| 122 | CHHAJJA |
| 123 | Mild steel or iron work in plain work scch as R.C.C. or R.B. work (when not included, in over all rates), wrought to required shape as necessary including bending for proper complition of the work including supply of steel and. Wastage. 1% of total volume of RCC = 1.91 +0.485+0.40+.072 = 2.90 M3 @ 1% = 0.028 M3 |
| 124 | cement concrete with 20 mm gauge approved stone ballast, coarse sand and cement in the propotion of 4:2:1 including supply of all materials labour, T&P etc required for proper completion of the workfor fixing of r.s. joist (02 No.) |
| 125 | R.C.C. man hole cover (0.85*0.85*0.10 m) ( 1 No.) |
| 126 | Supply & fixing of angle iron of size 40*40*6 mm door chaukhat including fixing of hold fast & 125 mm size heavey duty hinges etc complete1.20*2.10-1no. & 0.9*2.10-1no. |
| 127 | Supply & fixing of angle iron of size 40*40*6 mm window chaukhat with grill including fixing of hold fast & 100 mm size heavey duty hinges etc complete0.9*1.50-4no. |
| 128 | Supply and fixing of 35 mm thick plywood door shutter excluding al drop tower dolt. Handle. Silencer & stoper etc. complete all the accessaries should be heaved duty & approved make & quality |
| 129 | Supply and fix 35 mm thick sheesham wood fully panelled windows shutters including supply and fixing of wooden cleats and stops and fixing adjustments of hinges bolts locks handles spring and other fitting (4 no.) |
| 130 | Proveinding and fix ventilators (as square bar grill) over opening including supply of all materials, labour T&P etc. required for proper completion of work 300 * 300 mm ( 4 No.) |
| 131 | 12 mm thick plaster in 1:6 with cement and local sand mortar over brick work minimum thickness not to be less then 10 mm including supply of all materials labour T&P etc required for proper completion of the work |
| 132 | 12 mm thick plaster in 1:6 with cement and local sand mortar over rough face on brick work minimum thickness not to be less then 10 mm including supply of all materials labour T&P etc required for proper completion of the work |
| 133 | 20 mm thick cement plaster in dado or skirting (1:2) consisting of cement and coarse sand laid in panels finished with 3 mm floating cost of neat cement or 1:5 cement and marble dust including supply of all materials labours T&P ec required for proper completion of the work |
| 134 | Earth filling in plinth including supply of necessary quantity of sand from A distance not exceeding 10 km from the site of work and including watering dressing etc rate to include the cost of all materials labours T&P etc required for proper completin of the work |
| 135 | 25 mm thick 1:2:4 plain cement concrete floor with cement coarse sand and 20 mm gauge stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio 1:5 as specified over and including 75 mm thick base concrete consisting of cement local sand and 1st class brick ballast 40 mm gauge in the joint of panels if any and giving them uniform finish including supply of all materials labour and T and P etc required for proper completion of the work |
| 136 | 40 mm thick 1:2:4 plain cement concrete floor with cement coarse sand and 20 mm gauge stone ballast laid in panels finished with 3 mm floathing coat of neat cement or cement and marble dust in ratio 1:5 as specified (without base concrete.) |
| 137 | Painting or vamishing new iron work in small areas or new wood work with one coat primig and two coat of approved paint or vamish including supply of all materials, labour and T&P etc required for proper completion of the work |
| 138 | white washing three coat includng supply of all materials labour and T and P etc required for proper completion of the work |
| 139 | Finishing wall with water proof. Cement paint of approved make and quality over one priming coat on new work with two coats, to give an even shade including prepration of surface & supply of all matrials labour T&P etc required for proper completion of the work (01 No.) |
| 140 | supply of rolled steel joists complete. Size 225*100 mm & length 2.90m.(01 No.) |
| 141 | fixed in position item no 20 excluding cost of joists but including all labour in handing and hoisting etc. complete size 225*100mm & length - 2.90 m |
| 142 | Supply and fix 100 mm dia A.C. down pipe complete with rose heads bands with eye hole and groutings etc fixed to walls with (C.i bend-2.C. pipe - 5.70, c.i. shoe-2)(01 no.) |
| 143 | Supply & fixing of oxidized iron fitting for door & window |
| 144 | Site clearance and other unforseen item |
| 145 | Anti termit treatment(01 no.) |
| 146 | Cess |
| 147 | G.S.T. |
AI Tender Summary
Tender Timeline
Tender Published
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Completed