Tender For Me:- Design,Procurement,Installation,Commissioning Of Lifting(2.0Mgd Surface Water +1Mgd Ground Water)From Cps Muthi To Roop Nagar Stage 2/3,Chinore And Its Adjoining Area. Under Ut Capex . Name Of Works:- A.Construction Of 2.00 Lakh Gallo
Tender Value
7.90 Crore
Estimated cost
Bid Submission
13 Nov 2026
15 days left
EMD
15.80 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jammu → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Me:- Design,Procurement,Installation,Commissioning Of Lifting(2.0Mgd Surface Water +1Mgd Ground Water)From Cps Muthi To Roop Nagar Stage 2/3,Chinore And Its Adjoining Area. Under Ut Capex . Name Of Works:- A.Construction Of 2.00 Lakh Gallons Sump Tank At Cps Muthi. B.Providing And Laying Additional Rising Main From Cps Muthi Stage Ist To Roop Nagar Stage 2Nd. C.Construction Of Pump Room For Installation Of H.C.Pumps At Cps Muthi. D. 2.00Mgd Capacity Lamella Water Treatment Plant.Wtp E.Providing And Laying From Intake Structure To Collection Tank. F. Construction Of Intake Structure At Ranbir Canal Muthi G.Construction Of Collection Tank At Cps Muthi. H. Restoration Of Rising Main Of Udheywala Tubewell No.3 And 4 Including Its Allied Works
BOQ
| Sl. No. | Item Description |
| 1 | Part A(Construction of 2.00 Lakh gallons Sump Tank at CPS Muthi. )Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 2 | Extra for every additional lift of 1.5 m or part thereof in excavation/bankingexcavated or stacked material All kinds of soil |
| 3 | Dumping of stones on level including supply of stone |
| 4 | Providing and laying in position cement concrete of specified grade including curing bu texcluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 5 | Providing and laying in position machine batched and machine mixed design mix M-25grade cement concrete for reinforced cement concrete work, using cement content as perapproved design mix, including pumping of concrete to site of laying but excluding thecost of centering, shuttering, finishing and reinforcement, including admixtures inrecommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improveworkability without impairing strength and durability as per direction of Engineer-incharge.Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used asper design mix is content considered payable or recoverable separately. All works upto plinth level |
| 6 | Providing and laying in position machine batched and machine mixed design mix M-25grade cement concrete for reinforced cement concrete work, using cement content as perapproved design mix, including pumping of concrete to site of laying but excluding thecost of centering, shuttering, finishing and reinforcement, including admixtures inrecommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improveworkability without impairing strength and durability as per direction of Engineer-incharge.Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used asper design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level |
| 7 | Extra for providing richer mixes at all floor levels. Note:- Excess/ lesscement over thespecified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC.(Note:- Cement content considered in M-30 is @ 340 kg/cum) |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for:Suspended floors, roofs, landings, balconies and access platforms. |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form work for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form work for:Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 13 | 12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 3 ( 1 cement : 3 fine sand) |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level Cold twisted bars |
| 15 | Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement) |
| 16 | Steel work welded in built up sections/framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.girder |
| 17 | Painting top of roofs with bitumen of approved quality at 17 kg per 10sqm impregnated with a cost of coarse sand at 60 cudm per 10 sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete. with residual type petroleum bitumen of grade VG-10 |
| 18 | 10cm thick (average) mud phaska of damped brick earth on roofs laid toslope consolidated and plastered with 25 mm thick mud mortar mixedwith bhusa at 35kg per cum of earth and gobri leaping with mix 1:1 (1clay: 1 cow dung) and covered with specified tile bricks grouted withcement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% of integral waterproofing compound by weight of cement and finishing neat With common burnt clay (non modular) brick tiles of classdesignation 10.0 |
| 19 | Providing and fixing plain bend of required degree: 100 mm dia. |
| 20 | Carrige of brick tiles lead upto 10km by Mechanical transport including loading,unloading and stacking |
| 21 | Carrige of sand lead upto 20km by Mechanical transport including loading,unloading and stacking |
| 22 | Carrige of stone aggregate below 40mm lead upto 20km by Mechanical transport including loading,unloading and stacking |
| 23 | Carrige of stone aggregate above 40mm lead upto 20km by Mechanical transport including loading,unloading and stacking |
| 24 | Carrige of soilig stone lead upto 10km by Mechanical transport including loading,unloading and stacking |
| 25 | (Demolition of damaged/defunct .3.00 lakh gallons sump tank at CPS Muthi). Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge:1:4:8 or leaner mix (i/c equivalent design mix) |
| 26 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge:1:3:6 or richer mix (i/c equivalent design mix) |
| 27 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50meters lead as per direction of Engineer-in-charge. |
| 28 | Disposal of building rubbish from the site of work to safe side outside Municipal limits 10 km by MT. |
| 29 | (Interconnection of existing sump to proposed sump and allied work) Earthwork in execavation by manual means in trenches for foundations, drains, pipes , cables etc. (Not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 m² on plan, depth upto 1.5 mtr including disposal of execavated earth upto 1 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in(All kinds of soil) |
| 30 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres (All kinds of soil) |
| 31 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately).150mm dia class II |
| 32 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately).200mm dia class II |
| 33 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately).250mm dia class II |
| 34 | Supply of mild steel tubes, hot finished seemless type conforming to BIS 3589 incl GST &Contractor profitsa)273 mm outer dia of wall thickness 6.3 mm weight 41.1 kg/m 20.00mtr |
| 35 | Supply of mild steel tubes, hot finished seemless type conforming to BIS 3589 incl GST &Contractor profitsb)219.10 mm outer dia of wall thickness 6.3 mm weight 33.10 kg/m 30.00mtr |
| 36 | Supply of mild steel tubes, hot finished seemless type conforming to BIS 3589 incl GST &Contractor profitsc)168.30 mm outer dia of wall thickness 4.5 mm weight 18.2 kg/m 20.00mtr |
| 37 | Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe) |
| 38 | Welding including transportation plant at site etc. complete. By Electric Plant |
| 39 | Filling available excavated earth (excluding rock ) in trenches, plinth sides of foundation etc. Layers not exceeding 20 cm in depth, lead upto 50 mtr. and lift upto 1.5mtr.. |
| 40 | Part B(.(.Providing and laying additional rising main from CPS muthi stage ist to Roop nagar stage 2nd. .Dismantling manualy /Mechanically including stacking of serviceable material and disposal of unserviceable material within 50 Meter lead as per the direction of Engineer-in -charge. i) Bituminous road |
| 41 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres (All kinds of soil) |
| 42 | Supply of mild steel tubes, hot finished seemless type conforming to BIS 3589 incl GST &Contractor profitsa)406.40 mm outer dia of wall thickness 7.94 mm weight 77.94kg/m 3100.00 mtr |
| 43 | Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe) |
| 44 | Welding including transportation plant at site etc. complete. By Electric Plant |
| 45 | Filling available excavated earth (excluding rock ) in trenches, plinth sides of foundation etc. Layers not exceeding 20 cm in depth, lead upto 50 mtr. and lift upto 1.5mtr.. |
| 46 | Disposal of surplus earth from the site of work to safe side outside Municipal limits 5 km by MT. |
| 47 | (Construction of thrust block for additional rising main from cps muthi(stage ist)to Roop nagarstage2nd)Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres (All kinds of soil) |
| 48 | Filling available excavated earth (excluding rock ) in trenches, plinth sides of foundation etc. Layers not exceeding 20 cm in depth, lead upto 50 mtr. and lift upto 1.5mtr.. |
| 49 | Disposal of surplus earth from the site of work to safe side outside Municipal limits 05 km by MT. |
| 50 | Providing and laying in position cement concrete of specified grade including curing bu texcluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 51 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 52 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 53 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level |
| 54 | Carrige of sand from source site of work avg 20km by Mechanical transport including loading,unloading and stacking |
| 55 | Carrige of stone aggregate below 40mm from source site of work avg 10km by Mechanical transport including loading,unloading and stacking |
| 56 | Part C((Construction of Pump Room for installation of H.C.Pumps at CPS Muthi.) Earthwork in execavation by manual means in trenches for foundations, drains, pipes , cables etc. (Not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 m² on plan, depth upto 1.5 mtr including disposal of execavated earth upto 1 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in(All kinds of soil) |
| 57 | Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: |
| 58 | Providing and laying in position cement concrete of specified grade including curing bu texcluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 59 | Providing and laying in position cement concrete of specified grade including curing bu texcluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 60 | Dumping of stones on level including supply of stone |
| 61 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 62 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 63 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 64 | Extra for brick work with common burnt clay bricks/cement concrete bricks insuperstructure above plinth level upto floor five level |
| 65 | 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. 10.5.1 Using M.S. angles 40x40x6mm for diagonal braces |
| 66 | Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. |
| 67 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platforms |
| 68 | Centering and shuttering including strutting, propping etc. and removal of form work for:Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 69 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level Cold twisted bars |
| 70 | 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) |
| 71 | 12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 coarse sand) |
| 72 | Filling available excavated earth (excluding rock ) in trenches, plinth sides of foundation etc. Layers not exceeding 20 cm in depth, lead upto 50 mtr. and lift upto 1.5mtr.. |
| 73 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.50 mm thick with 20mm nominal size stone aggregate. |
| 74 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete |
| 75 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 76 | White washing with lime to give an even shade on New Work (three or more coats) |
| 77 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc including priming coat with approved steel primer all complete. Fixed to steel windows by welding |
| 78 | Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes 110 mm diametre |
| 79 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 80 | Carriage of sand lead upto 20km by Mechanical transport including loading,unloading and stacking |
| 81 | Carriage of stone aggregate below 40mm lead upto 10km by Mechanical transport including loading,unloading and stacking |
| 82 | Carriage of brick lead upto 10km by Mechanical transport an including loading,unloading and stacking |
| 83 | (Realigment and shifting of pipe network at cps muthi) Earthwork in execavation by manual means in trenches for foundations, drains, pipes , cables etc. (Not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 m² on plan, depth upto 1.5 mtr including disposal of execavated earth upto 1 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in(All kinds of soil) |
| 84 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres (All kinds of soil) |
| 85 | Supply of mild steel tubes, hot finished seemless type conforming to BIS 3589 incl GST &Contractor profitsa)273 mm outer dia of wall thickness 6.3 mm weight 41.1 kg/m 340.00mtr |
| 86 | Supply of mild steel tubes, hot finished seemless type conforming to BIS 3589 incl GST &Contractor profitsb)219.10 mm outer dia of wall thickness 6.3 mm weight 33.10 kg/m 375.00mtr |
| 87 | Supply of mild steel tubes, hot finished seemless type conforming to BIS 3589 incl GST &Contractor profitsc)168.30 mm outer dia of wall thickness 4.5 mm weight 18.2 kg/m 220.00mtr |
| 88 | Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe) |
| 89 | Welding including transportation plant at site etc. complete. By Electric Plant |
| 90 | Filling available excavated earth (excluding rock ) in trenches, plinth sides of foundation etc. Layers not exceeding 20 cm in depth, lead upto 50 mtr. and lift upto 1.5mtr.. |
| 91 | Provision for electrification i.e light holder including LED lights 15W = 10 nos. Fan = 02 no., Fuse Box = 01 no., Main switch (with complete wiring) 05 nos. 15 amp. Sockets, 05 nos. Amp 5 nos. socket, 04 nos. external flood lights of approved brand and manufacture as per BIS (complete Job) |
| 92 | Part D. 2.00MGD Capacity Lamella water Treatment Plant.WTP. Electro Mechanical; Supply, Installation, Commissioning and Testing of Coagulant Dosing System and Flocculant Dosing system for with required accessories etc and confirming to the following specifications and as directed by Engineer - In-Charge:Coagulant Dosing System with 50lph dosing pump -3nos and 2500litres dosing tank (HDPE) - 2nos along with High Speed agitator Make: Dosing Pump: Ion Exchange India Ltd/E-Dose/Initiative. Dosing Tank: Sintex / Ashirvad / Equivalent including Erection & Commissioning &GST |
| 93 | Flocculant Dosing system with 50lph dosing pump - 3nos and 2500litres dosing tank - 1no (HDPE) along with Slow speed agitator, Make: Dosing Pump: Ion Exchange India Ltd/E-Dose/Initiative. Dosing Tank: Sintex / Ashirvad / Equivalent including Erection & Commissioning &GST |
| 94 | Supply, Installation, Commissioning and Testing of Static Mixer Flocculation Tank (SMFT) Circular shape made of Flocculator shaft and blades of MOC SS-304 & Flocculation Tank made of MOC –MSEP, Thickness of 5mm with a Retention time of 15-20 Minutes , with all accessories cost of all materials, machinery, labor, cutting, aligning, anchoring, welding, finishing, cleaning required accessories with installation of S.M.F.T Complete with connecting the MS platform between SMFT tank and Lamella Clarifier and confirming to the following specifications . Complete as directed by the Engineer in-Charge of work: 2nos of Static Mixer MOC SS 304 with outer body of Static Mixer Mild steel confirming IS 2062 with epoxy paint for inner surface and enamel on outer surface, Flocculation Tank: MOC MSEP Mild steel confirming IS 2062 with epoxy paint for inner surface and enamel on outer surface with volume of 113Cum, provide 2nos of 57cum with Inner diameter of 4.2m and height of 4.6m. Make: Ion Exchange India Ltd/Dew Drop filtration System/CEF Engineering.including Erection & Commissioning &GST |
| 95 | Raw water pump 454/hr @3.5 kg sqcm for each SMPT including Erection & Commissioning & GST |
| 96 | Supply, Installation, Commissioning and Lamella Clarifier made of MOC-M.S as per IS-2062 and grade BR with all accessories cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning required accessories and installation of Lamella using the Crane on the pre constructed platform Etc., Complete with connecting the MS platform between SMFT tank and Lamella Clarifier and confirming to the following specifications. Painting Work: Surface preparation with grit blasting with 50 micron profile; For inside Two coats of epoxy primer and two coats of non reactive epoxy coat , for Outside one coat of red oxide primer and two coat of Enamel paint. Etc., Complete as directed by the Engineer in-Charge of work: Lamella Clarifier: Type of Settling-Inclined Plate Settler, MOC of Plates: FRP, Length of Plates-2400mm(minimum), Arrangement of Lamella Plates - Single row or two rows with launder with launder on all four sides,1)raw water inlet launder, 2)Treated water outlet launder 3) Two over flow launder for two sides of lamella row, Placing of lamella plates - Arranged to place individually with clearance to remove plates for cleaning one by one, Stand to mount lamella - Fabricated using C section of required size and length, Overflow of clarified water - Adjustable plate to adjust the over flow level equal on both sides from lamella plate slots, Total Number of Plates - 178nos, Sludge Storage and release - Single Hopper bottom with opening in the bottom flagged to fix butterfly valve and necessary length of pipe to release the sludge to open drain, Walkway for Operation and Maintenance - 4'C Section with chequered plate of 4mm thickness with width of 500mm around the lamella clarifier, Ladder with Railing to reach walk way on top of lamella - 2.5\\" x 2\\" L section with round tube for railing. Along with connecting pipe from Lamella Clarifier to Clarified water tank: MOC: MS with anti corrosive enamel paint, Size & Thickness as per requiremnt, as per IS 2062 and Lamella Clarifier to Sludge Drying Beds: MOC: MS with anti corrosive enamel paint, Size & Thickness as per requiremnt, as per IS 2062, Make: Ion Exchange India Ltd/Dew Drop Filtration System/CEF Engineering.including Erection & Commissioning & GST |
| 97 | Supply, Installation, Commissioning and Testing of Three Phase open well submersible pump set of approved make as filter feed pump with required accessories etc. complete: fuses and fuse box, starter and panel board, ELCB, MCB, electrical cables from board to motor, piping for suction and delivery and for connection to the filter unit and rubber sheet support for pump and confirming to the following specifications: Flow Rate: 225Cum/hr (2W+1S), with 20m Head with all accessories .including Erection & Commissioning & GST |
| 98 | Supply, Installation, Commissioning and Testing of Multi-grade Pressure Filter with required accessories for connecting the filter to rising main with a maximum / minimum operating pressure of 3.5 Kg/ cm2 to 2.0 Kg / cm2 respectively and confirming to the following specifications: to filter water containing 50ppm of suspended solids to produce a filtrate with less than 5ppm of suspended solids. a) The vertical cylindrical shell with dish ends made up of mild steel confirming to IS 2062 fabricated of shell thickness 6mm and dish end thickness 8mm the inner surface of M.S. Shell should be provided with epoxy paint, the raw material confirming to FDA standards. Protective coat of red oxide primer and enamel paint as per IS – 14209 for outer surface of the M.S. Shell should be provided. b) The following accessories should be provided with the pressure filter: i. One suitable set of lateral sand header and bell mouth for water distribution and collection system. ii. One initial charge of , filter media and under bed material with one set of suitable frontal pipe work and valves and pressure gauges to monitor the pressure loss across the filter operated manually as per the specifications below: 2nos of Multi Grade Filter as per following Working Pressure: 1.5Kg/cm2 to 3.5Kg/Cm2, Filter Vessel Diameter - 32000mm, Height - 1875mm, Frontal Piping - 250mm, Valves - Butterfly valves, No of Valves -5nos, Air Vent -1\\", Air Release Valve - 1no, Shell thickness - 8mm, Dish end thickness -20mm, filter media, Pebbles, Coarse sand, Fine sand, Pressure relief valve - 1no 20mm, Pressure gauge - 2nos, MOC of Vessel - MSEP, MS IS 2062 with Epoxy food grade inside. Make: Ion Exchange India Ltd/ Dew Drop Filtration System/CEF Engineering.including Erection & Commissioning & GST |
| 99 | Supply, Installation, Commissioning and Testing of Disinfection using Sodium Hypo Chlorite Dosing, Maintain 0.2ppm of residual chlorine at the point of use. Disinfectant system with required accessories for controlled dosing of Sodium Hypo chlorinate solution suitable to the water flow and dose the sodium hypo chlorite solution. Dosage should be around 3ppm. Dosing Pump: 50lph (1W+1S) with Dosing tank 500litres (HDPE). Make of Dosing Pump: Ion Exchange India Ltd / E-dose /Initiative, Dosing Tank: Sintex /Ashirvad / Equivalent. including Erection & Commissioning & GST |
| 100 | Supply, Installation and Testing of lab set up with following equipments .Supply, Installation and Testing of Bench TOP pH meter with all accessories, buffer solution of low pH, neutral pH, and High pH. Measuring range should be 0-14.including GST |
| 101 | Supply, Installation and Testing of pH test Kit – should have reagents to analyze 100tests, with color comparator .including GST |
| 102 | Supply, Installation and Testing of Turbidity meter- Bench Top model with all accessories and buffer solution. Measuring range should be up to 2000NTU.including GST |
| 103 | Supply, Installation and Testing of Chlorine test Kit – should have reagents to analyze 100tests, with color comparator.including GST |
| 104 | Supply, Installtion and delivery of following items at site for laboratory and pump room. i) 3nos of tables, 2nos of laboratory table with space to store chemical reagents, wash basin, light stand, beaker holder, size of table 3ftx3ft, ii) Office cushion chairs, cupboard, beakers 500ml & 1000ml, measuring jar 250ml, 500ml and 1 litre and white display board.including GST |
| 105 | Supply and delivery of Woltman model with removal mechanism water meters, (No domestic use) conforming to ISO 4064 part I, II, III Class B and IS-2373 with life cycle test certificate from FCRI/ NABL accredited lab. The watermeter shall have magnetic drivers or mechanical drivers and shall be versatile for installation in any position. The meters shall be hydrodynamically, hydrostatically balanced. The runner, runner chamber, pointers of the meter shall be as per ISO4064 specification. Dry dial excavated counter housing fully protected against flooding ensuring easy reading in all climates. Size: 500mm including Erection & Commissioning & GST |
| 106 | Supply, Installation and Delivery of Inter connecting Piping along with the accessories Size: as per the requirement and length: as per the requirement including Erection & Commissioning & GST |
| 107 | Supply, Installation and Delivery of Inter connecting Cabling along with the accessoriesSize: as per the requirement and length: as per the requirement including Erection & Commissioning & GST |
| 108 | Civil Works; Cascade Aerator - RCC including GST |
| 109 | SMFT Foundation - Size 4.5m x 4.5m x 0.15m - 2nos - RCC including GST |
| 110 | Lamella Clarifier Foundation - 7.5m x 3.5m x 0.1m - RCC including GST |
| 111 | Clarifier Water Storage tank - 4,50,000litres - RCC including GST |
| 112 | Multi Grade Filter Foundation - 3.5m x 3.5m x 0.15m - 2nos - RCC including GST |
| 113 | Pump room & Chemical Storage room - Foundation - 5m x 5m x 0.3m RCC Foundation with Puff Sheet including GST |
| 114 | Part E.(.Providing and laying from intake structure to collection tank,) .Dismantling manualy /Mechanically including stacking of serviceable material and disposal of unserviceable material within 50 Meter lead as per the direction of Engineer-in -charge. i) Bituminous road |
| 115 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres (All kinds of soil) |
| 116 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 500 mm dia Ductile Iron Class K - 7Pipes |
| 117 | Providing Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket 500mm dia |
| 118 | Filling available excavated earth (excluding rock ) in trenches, plinth sides of foundation etc. Layers not exceeding 20 cm in depth, lead upto 50 mtr. and lift upto 1.5mtr.. |
| 119 | Disposal of surplus earth from the site of work to safe side outside Municipal limits 15 km by MT. |
| 120 | Part F (Construction of intake structure at Ranbir Canal Muthi,) Earthwork in execavation by manual means in trenches for foundations, drains, pipes , cables etc. (Not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 m² on plan, depth upto 1.5 mtr including disposal of execavated earth upto 1 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in(All kinds of soil) |
| 121 | Extra for every additional lift of 1.5 m or part thereof in excavation/bankingexcavated or stacked material All kinds of soil |
| 122 | Dumping of stones on level including supply of stone |
| 123 | Providing and laying in position cement concrete of specified grade including curing bu texcluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 124 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 40 mm nominal size) |
| 125 | Providing and laying in position cement concrete of specified grade including curing bu texcluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 126 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level Cold twisted bars |
| 127 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. |
| 128 | Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. |
| 129 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platforms |
| 130 | Centering and shuttering including strutting, propping etc. and removal of form work for:Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 131 | Intake Component; Trash Screen(MS Flat)(Complete Job) |
| 132 | Stop log Gate arangement(Complete Job) |
| 133 | Silt Trap arrangement(Complete Job) |
| 134 | 500 MM Inlet Pipe Connection(Complete Job) |
| 135 | Carrige of sand lead upto 20km by Mechanical transport including loading,unloading and stacking |
| 136 | Carrige of stone aggregate below 40mm lead upto 10km by Mechanical transport including loading,unloading and stacking |
| 137 | Part G (Construction of collection tank at CPS Muthi,) Earthwork in execavation by manual means in trenches for foundations, drains, pipes , cables etc. (Not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 m² on plan, depth upto 1.5 mtr including disposal of execavated earth upto 1 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in(All kinds of soil) |
| 138 | Extra for every additional lift of 1.5 m or part thereof in excavation/bankingexcavated or stacked material All kinds of soil |
| 139 | Dumping of stones on level including supply of stone |
| 140 | Providing and laying in position cement concrete of specified grade including curing bu texcluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 141 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 40 mm nominal size) |
| 142 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level Cold twisted bars |
| 143 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. |
| 144 | Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. |
| 145 | 12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 coarse sand) |
| 146 | Carrige of sand lead upto 20km by Mechanical transport including loading,unloading and stacking |
| 147 | Carrige of stone aggregate below 40mm lead upto 10km by Mechanical transport including loading,unloading and stacking |
| 148 | Sludge removal/wash out pipe,Sluice Valve Bend etc |
| 149 | Overflow pipe with pipe fittings |
| 150 | MS Ladder |
| 151 | Part H((Repairment of Rising main tubewell no.3,4 at Udheywala including repairment of pump room buildings) .Dismantling manualy /Mechanically including stacking of serviceable material and disposal of unserviceable material within 50 Meter lead as per the direction of Engineer-in -charge.i) Bituminous road |
| 152 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres (All kinds of soil) |
| 153 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 200 mm dia Ductile Iron Class K - 7Pipes |
| 154 | Providing Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket 200mm dia |
| 155 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared |
| 156 | Filling available excavated earth (excluding rock ) in trenches, plinth sides of foundation etc. Layers not exceeding 20 cm in depth, lead upto 50 mtr. and lift upto 1.5mtr.. |
| 157 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately).200mm class I |
| 158 | Providing and fixing C.I. check valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately).200mm class II(LMR) |
| 159 | (Renovation/Repairment of pump room buildings at Tubewell no 4 udheywala) .Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meters lead. |
| 160 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 coarse sand) |
| 161 | 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) |
| 162 | Painting top of roofs with bitumen of approved quality at 17 kg per 10sqm impregnated with a cost of coarse sand at 60 cudm per 10 sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete. with residual type petroleum bitumen of grade VG-10 |
| 163 | 10cm thick (average) mud phaska of damped brick earth on roofs laid toslope consolidated and plastered with 25 mm thick mud mortar mixedwith bhusa at 35kg per cum of earth and gobri leaping with mix 1:1 (1clay: 1 cow dung) and covered with specified tile bricks grouted withcement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% of integral waterproofing compound by weight of cement and finishing neat With common burnt clay (non modular) brick tiles of classdesignation 10.0 |
| 164 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75 mm deep chase. |
| 165 | Dumping of stones on level including supply of stone |
| 166 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 167 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 168 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 169 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level Cold twisted bars |
| 170 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 171 | Earthwork in execavation by manual means in trenches for foundations, drains, pipes , cables etc. (Not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 m² on plan, depth upto 1.5 mtr including disposal of execavated earth upto 1 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in(All kinds of soil) |
| 172 | Providing and laying in position cement concrete of specified grade including curing bu texcluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 173 | Providing and laying in position cement concrete of specified grade including curing bu texcluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 174 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.50 mm thick with 20mm nominal size stone aggregate. |
| 175 | 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. angles 40x40x6mm for diagonal braces |
| 176 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete |
| 177 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.Two or more coats on new work |
| 178 | White washing with lime to give an even shade on New Work (three or more coats) |
| 179 | Finishing exterior & Interior with colour washing such as Green, blue or buff to give an even shade, with a base coat of white washinf with lime. |
| 180 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc including priming coat with approved steel primer all complete. Fixed to steel windows by welding |
| 181 | Provision for electrification i.e light holder including LED lights 15W = 10 nos. Fan = 02 no., Fuse Box = 01 no., Main switch (with complete wiring) 05 nos. 15 amp. Sockets, 05 nos. Amp 5 nos. socket, 04 nos. external flood lights of approved brand and manufacture as per BIS (complete Job) |
| 182 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. Girder |
| 183 | 2.(Repairment of pump room buildings at Tubewell no.3 udheywala) Earthwork in execavation by manual means in trenches for foundations, drains, pipes , cables etc. (Not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 m² on plan, depth upto 1.5 mtr including disposal of execavated earth upto 1 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in(All kinds of soil) |
| 184 | Providing and laying in position cement concrete of specified grade including curing bu texcluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 185 | Providing and laying in position cement concrete of specified grade including curing bu texcluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 186 | Dumping of stones on level including supply of stone |
| 187 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 188 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 189 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 190 | 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. angles 40x40x6mm for diagonal braces |
| 191 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 192 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. |
| 193 | Centering and shuttering including strutting, propping etc. and removal of form for: chajja windows |
| 194 | Centering and shuttering including strutting, propping etc. and removal of form for: Under 20 cm wide |
| 195 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 196 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level Cold twisted bars |
| 197 | 12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 coarse sand) |
| 198 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75 mm deep chase. |
| 199 | Filling available excavated earth (excluding rock ) in trenches, plinth sides of foundation etc. Layers not exceeding 20 cm in depth, lead upto 50 mtr. and lift upto 1.5mtr.. |
| 200 | 10cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa at 35kg per cum of earth and gobri leaping with mix 1:1 (1 clay: 1 cow dung) and covered with specified tile bricks grouted with cement mortar 1:3 (1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finishing neat. With common burnt clay (non modular) brick tiles of class designation 10.0 |
| 201 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.50 mm thick with 20mm nominal size stone aggregate. |
| 202 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete |
| 203 | White washing with lime to give an even shade on New Work (three or more coats) |
| 204 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 205 | Providing and fixing strips in joints of terrazzo/ cement concrete floors. Glass strips 40 mm wide and 4 mm thick |
| 206 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc including priming coat with approved steel primer all complete. Fixed to steel windows by welding |
| 207 | Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes 110 mm diametre |
| 208 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 209 | Carriage of earth by MT at an avg. distance of 5 kms including loading,unloading and stacking |
| 210 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 1:3:6 or richer mix (i/c equivalent design mix) |
| 211 | Carriage of soling stone from source to site of work avg. 10km by MT including loading,unloading and stacking |
| 212 | Carriage of sand from source to site of work avg. 20 km by MT including loading,unloading and stacking |
| 213 | Carriage of stone aggregate below 40mm from source to site of work avg. 10km by MT including loading,unloading and stacking |
| 214 | Carriage of bricks to site of work avg. 10 km by MT including loading,unloading and stacking |
| 215 | Carriage of brick tiles to site of work avg. 10 km by MT including loading,unloading and stacking |
| 216 | Provision for electrification i.e light holder including LED lights 15W = 10 nos. Fan = 02 no., Fuse Box = 01 no., Main switch (with complete wiring) 05 nos. 15 amp. Sockets, 05 nos. Amp 5 nos. socket, 04 nos. external flood lights of approved brand and manufacture as per BIS (complete Job) |
| 217 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (Girder) |
| 218 | Operation and maintenance cost of scheme for 5 years (after completion of defect liability period) complete in all respects by operation and maintaining all the instructions during warranty period and maintenance period for 05 year with replamrement / repair all damage or non functioning units / components including accessories/ fittings etc. Ist year |
| 219 | 2nd year |
| 220 | 3rd year |
| 221 | 4th year |
| 222 | 5th year Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysNov 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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