Tender For Maintenance / Cleaning Of Ug, Sump, Raw Water Storage Tank, Sewage Sump, Oht, Raw Water Channels, Filteration Plants Alongwith Connected Items At Af Station Bhisiana
Tender Value
Ref. Documents
Estimated cost
Bid Submission
10 Jan 2023
0 days left
EMD
42600
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
bhisiana → Punjab
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Tender For Maintenance / Cleaning Of Ug, Sump, Raw Water Storage Tank, Sewage Sump, Oht, Raw Water Channels, Filteration Plants Alongwith Connected Items At Af Station Bhisiana
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 03-Jan-2023 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 10-Jan-2023 |
BOQ
| Sl. No. | Item Description |
| 1 | M&L for Dewatering & Cleaning ofUnder Ground Treated Water Sump of Capacity 200,000 Gallons involving the following cleaning process and complete all as directed by the Engineer-in-Charge :- (a) De-watering shall be carried out by using high pressure Open well Pump complete all as directed.(b) Total Removal of Sludges including dirty water/ Mud/ Mudy Water by Suction Jet Pumps at locations as directed by Eingineer in Charge.(c) Scrubbing of Internal Surfaces and Cleaning of Walls, Ceiling & Floors with wire Brush by applying Bleaching powder and again clean with Fresh Water repeatedly by using high pressure Jet Pumpcomplete all as directed.(d) Pumping Out/ Removal of all dirt particles including muddy water, Fungus struck on its surfaces and sludge by Vacuum Pump specially designed all complete.(e) Applying One coat of Anti-bacterial Sterlization Spray to walls, Floors & Ceiling which is effective against all pathogens all as directed.(f) “Date of Cleaning” should be written over the outer surface of Tank with Synthetic Enamel Paint with lettering not less than 100mm height as directed by Engineer in Charge.(g) Cutting & Removing of Vegetation growth from the periphery of the tank and its vicinity at a radius not less than 10 Metre, complete all asNote: (01) Rate shall be inclusive for all T&P/Materials required for dewatering and nothing will be paid extra on this account. (02) The contractor shall be deployedman power to clean the sump as per requirement given by Engineer in Charge in works site order book. If they failed to clean in within time frame, the payment shall not be made to contractor and the recovery shall be made @ Rs 700 per day till execution of work. (03) Unit rate quoted by contractor includes all lightning arrangements, safety arrangements and movable generator of suitable capacity for pumping shall be arranged by the contractor. |
| 2 | All as per item No. 1 above but 100,000 gallons capacity Over Head reservoir on 18.50 Metre staging. (OMQ) Mandir/Silver |
| 3 | All as per item No. 1 above but 50,000 gallons capacity Over Head reservoir on 18.50 Metre staging. (KV / Pichora) |
| 4 | All as per item No. 1 above but 25,000 gallons capacity OverHead reservoir on 18.50 Metre staging.(NCE 17 SQN) |
| 5 | All as per item No. 1 above but 40,000 gallons capacity Undergound Sump reservoir.(Mini Pump/Ahuja/MAP SMQ) |
| 6 | M&L for Dewatering & Cleaning ofReservoir/Underground Sump of 100,000 Gallons capacity (Level Tank) involving the following cleaning process and complete all as directed by the Engineer-in-Charge :- (a) De-watering up to bottom level shall be carried out by using high pressure Open well Pump complete all as directed.(b) Total Removal of Sludges including dirty water/ Mud/ Mudy Water by Suction Jet Pumps up to a safe distance not exc 100 Mtr from Sumpasdirected by Engineer in Charge.(c) Scrubbing of Internal Surfaces and Cleaning of Walls, Ceiling & Floors with wire Brush by applying Bleaching powder and again clean with Fresh Water repeatedly by using high pressure Jet Pumpcomplete all as directed.(d) Pumping Out/ Removal of all dirt particles including muddy water, Fungus struck on its surfaces and sludge by Vacuum Pump specially designed all complete.(e) Applying One coat of Anti-bacterial Sterlization Spray to walls, Floors & Ceiling which is effective against all pathogens all as directed.(f) “Date of Cleaning” should be written over the outer surface of Tank with Synthetic Enamel Paint with lettering not less than 100mm height as directed by Engineer in Charge.(g) Cutting & Removing of Vegetation growth from the periphery of the tank and its vicinity at a radius not less than 10 Metre, complete all asNote:(01) Rate shall be inclusive for all T&P/materials required for dewatering and nothing will be paid extra on this account. (02) The contractor shall be deployed man power to clean the sump as per requirement given by Engineer in Charge in works site order book. If they failed to clean in within time frame, the payment shall not be made to contractor and the recovery shall be made @ Rs 700 per day till execution of work. (03) Unit rate quoted by contractor includes all lightning arrangements, safety arrangements and movable generator of suitable capacity for pumping shall be arranged by the contractor. |
| 7 | M&L for Pumping out the water from raw water tank of size 80mx80mx5.17m of water capacity 50 Lakh gallon to another tank upto top of mud sludge/contaminated muddy water with the help of Eletric Motor & Pump Set upto entire satissfaction of Engineer-in-Charge. NOTE :- Rate shall be inclusive for all T&P/material required for dewatering and nothing will be paid extra on this account.. |
| 8 | M&L for Dewatering & Cleaning ofReservoir having capacity of50,00,000 Gallons capacityinvolving the following cleaning process and complete all as directed by the Engineer-in-Charge :- (a) De-watering up to bottom level shall be carried out by using high pressure Water Jet Pump complete all as directed.(b) Total Removal of Sludges including dirty water/ Mud/ Mudy Water by Suction Jet Pumps up to a safe distance not exc 200 Mtr from Reservoir Boundaryasdirected by Engineer in Charge.(c) Scrubbing and Cleaning of Walls & Bottoms of reservoir with wire Brush by applying Bleaching powder and again clean with Fresh Water repeatedly by using high pressure Jet Pump complete all as directed.(d) Pumping Out/ Removal of all dirt particles including muddy water, Fungus struck on its surfaces and sludge by Vacuum Pump specially designedcomplete all as directed.(e) Applying One coat of Weather Proof Cement Base Paint on surafces of walls and bottoms of reservoir complete all as directed.(f) “Date of Cleaning” should be written over the outer surface of Tank with Synthetic Enamel Paint with lettering not less than 100mm height as directed by Engineer in Charge.(g) Cutting & Removing of Vegetation growth and clearence of bushes and making the surface smooth complete all as directed by Engineering in Charge.Note:(01) Rate shall be inclusive for all T&P/materials required for dewatering and nothing will be paid extra on this account. (02) The contractor shall be deployed man power to clean the tank as per requirement given by Engineer in Charge in works site order book. If they failed to clean in within time frame, the payment shall not be made to contractor and the recovery shall be made @ Rs 700 per day till execution of work. (03) Unit rate quoted by contractor includes all lightning arrangements, safety arrangements and movable generator of suitable capacity for pumping shall be arranged by the contractor. |
| 9 | M&L for Cleaning and desludging of floculator cum sedimentation tank of 14.60 Mtr dia and 3mtr height including drain out of water from the tank to sludge cell and removing of sand/mud and sediment of alum from the bottom portion of the tank (1.70 metr depth) and taken out the sludge/mud from the tank with high pressure water jet to remove all masses,algae,dirt and removal of dirt with wire brush by applying bleaching powder and cleaning entire surface repeatedly with fresh water and pumping out soiled ,muddy water from tankcomplete water along with sludge by Vacuum Pump specially designed and disposal of the same to a safe distance as directed by Engineer in Charge.Note: 01 Rate shall be inclusive for all T&P/materials required for dewatering and nothing will be paid extra on this account. (02) The contractor shall be deployedman power to clean the tank as per requirement given by Engineer in Charge in works site order book. If they failed to clean in within time frame, the payment shall not be made to contractor and the recovery shall be made @ Rs 700 per day till execution of work. (03) Unit rate quoted by contractor includes all lightning arrangements, safety arrangements and movable generator of suitable capacity for pumping shall be arranged by the contractor. |
| 10 | M&L for Cleaning and desludging of sludge tank of size 11mx9mx3m including pumping out the muddy water from the tank and removing of inludge/mud from the bottom portion of the tank (1.10 Mtr depth) with high pressure water jet to remove all masses,algae,dirt and removal of dirty water along with sludge using sludge machine and disposal of the same to a safe distance as directed and including scrubbing of internal surfaces and cleaning of walls,floors & ceilingwhich dislodges the layers of dirt, funges struck on its surface and applying one coat of Anti-bacterial sterlization spray to walls, floors & ceiling external surfaces of reservoirs complete all as directed. using sludge machine as directed.Note: (01) Rate shall be inclusive for all T&P/materials required for dewatering and nothing will be paid extra on this account. (02) The contractor shall be deployed man power to clean the tank as per requirement given by Engineer in Charge in works site order book. If they failed to clean in within time frame, the payment shall not be made to contractor and the recovery shall be made @ Rs 700 per day till execution of work. (03) Unit rate quoted by contractor includes all lightning arrangements, safety arrangements and movable generator of suitable capacity for pumping shall be arranged by the contractor. |
| 11 | M&L for Pumping out sewage water/sludge from the sewage sump No 02 , size of under ground sump , 10 Metre depth and 09 Metre dia of sump UG and deliver to oxidation pond upto level (2 meter) of mud sludge/sewage debris and taking out sludge in liquid or in solid contents from the sewage sump to up todepth of 10 mtrmechanially using with high pressure sludge cutter machine or any other eqpt require to clean andremove all masses,algae,dirt / hard sludge / mud and including scrubbing of internal surfaces and cleaning of walls,floors & ceilingwhich dislodges the layers of dirt, funges struck on its surface and applying Anti-bacterial sterlization spray to walls, floors & ceiling and disposal of removed sludge out side the defence land in closed containers including two coats of white wash with bleaching powder on walls of sump and writing date of cleaning complete all as specified and directed by Engr-in-ChargeNOTE :-(a) Rate shall be inclusive for all T&P/material required for dewatering and nothing will be paid extra on this account.The rate shall included taking out debries and solid sludge from site and deposited 1.5 KM away from site.(b) The contractor will be deployed man power to clean the sump as per periodicity given by Engineer in Charge in works site order book. If they failed to clean in within time frame, the payment shall not be made to contractor and the recovery shall be made @ Rs 700 per day till execution of work. (c) The rate shall be included temporary arrangemnent of storage tankof sludge/sewageduring cleaning of or making of by pass arrangement of sludge from Sewage sump No02 to oxidation ponds,Sewage pipe cutting and maiking by pass pumping arrangement etc during cleaning of UG sumpor excavation removal returning required to install temporary sludge storage tank at site for cleaning period nothing will be paid extra.(d) Unit rate quoted by contractor includes all lightning arrangements, safety arrangements and movable generator of suitable capacity for pumping shall be arranged by the contractor. |
| 12 | M&L for Pumping out sewage water/sludge from the sewage sump No 01 of size 09 mtr depth and 08 mtr dia of sump UG and deliver to oxidation pond upto level (2 meter) of mud sludge/sewage debris and taking out sludge in liquid or in solid contents from the sewage sump to any 09 mtrmachinallyor usingwith high pressure sludge cutter machine or water jet machineto remove all masses,algae,dirt and removal of dirty water along with sludge using sludge machine and including scrubbing of internal surfaces and cleaning of walls,floors & ceilingwhich dislodges the layers of dirt, funges struck on its surface and applying Anti-bacterial sterlization spray to walls, floors & ceiling and disposal of removed sludge out side the defence land in closed containers including two coats of white wash with bleaching powder on walls of sump and writing date of cleaning complete all as specified and directed by Engr-in-ChargeNOTE :-(a) Rate shall be inclusive for all T&P/material required for dewatering and nothing will be paid extra on this account.The rate shall included taking out debries and solid sludge from site and deposited 1.5 km away from site ,Transportation cost is also included.(b) The contractor will be deployed additional man power and plant and machineryto clean the sump as directed by Engineer in Charge. If he failed to clean in given time period , the payment will not be made to contractor.(c) The rate shall be included temporary arrangemnent of storage tankof sludge during cleaning of or making of by pass arrangement of sludge from 01 Sewage pump to 02 Sewage sump and same from Sewage pump 02 to oxidation ponds,Sewage pipe cutting and maiking by pass pumping arrangement etc during cleaning of UG sumpor excavation removal returning required to install temporary sludge storage tank for cleaning period nothing will be paid extra(d) Unit rate quoted by contractor includes all lightning arrangements, safety arrangements and movable generator of suitable capacity for pumping shall be arranged by the contractor. |
| 13 | M&L for Cleaning bed by wire brush on floor wall sides, channel of the Empty filter bed Air hole,with high pressure water jet to remove all masses,algae,dirt and removal of dirty water and including scrubbing of internal surfaces and cleaning of walls,floors & ceiling which dislodges the layers of dirt, funges struck on its surface and connecting pipe to make bed free from floor vegetation on the same bed filter compartment of size 4.0mx 4.0m x3.0m and disnfecting by disinfecting material etc complete all as specified by Engineer-in-Charge. Note: (01) Rate shall be inclusive for all T&P/materials required for dewatering and nothing will be paid extra on this account. (02) The contractor will be deployed additional man power to clean the sump as per periodicity given by Engineer in Charge in works site order book. If they failed to clean in within time frame, the payment shall not be made to contractor and the recovery shall be made @ Rs 700 per day till execution of work. (03) Unit rate quoted by contractor includes all lightning arrangements, safety arrangements and movable generator of suitable capacity for pumping shall be arranged by the contractor. |
| 14 | M&L for Cleaning and desludging of waste water storage / sludge tank of 10 lakh gallon ncluding pumping out the muddy water from the tank and removing of inludge/mud from the bottom portion of the tank to remove all masses,algae,dirt and removal of dirty water along with sludge using sludge machine and disposal of the same to a safe distance as directed and including scrubbing of internal surfaces and cleaning of walls,floors & ceilingwhich dislodges the layers of dirt, funges struck on its surface and applying one coat of Anti-bacterial sterlization spray to walls, floors & ceiling external surfaces of reservoirs complete all as specified by Engineer-in-Charge.Note: 01 Rate shall be inclusive for all T&P/materials required for dewatering and nothing will be paid extra on this account. 02 The contractor will be deployed additional man power to clean the sump as per periodicity given by Engineer in Charge in works site order book. If they failed to clean in within time frame, the payment shall not be made to contractor and the recovery shall be made @ Rs 700 per day till execution of work. (04) Unit rate quoted by contractor includes all lightning arrangements, safety arrangements and movable generator of suitable capacity for pumping shall be arranged by the contractor. |
| 15 | M&L for Cleaning to back wash line in side the filter bed externally by scraping and by cleaning the air holes by drill machine/Air blower and making the pipe valley cleaned and functional & applying two coats of synthetic enamel paint on the metal pipes including preparation of surface etc complete all as specified by Engr-in-Charge. |
| 16 | M&L for Dewatering & Cleaning of underground (old)Treated water Sump of 1.50,000 Gallons capacity involving the following cleaning process and complete all as directed by the Engineer-in-Charge :- (a) De-watering shall be carried out by using high pressure Open well Pump complete all as directed.(b) Total Removal of Sludges including dirty water/ Mud/ Mudy Water by Suction Jet Pumps complete all asdirected.(c) Scrubbing of Internal Surfaces and Cleaning of Walls, Ceiling & Floors with wire Brush by applying Bleaching powder and again clean with Fresh Water repeatedly by using high pressure Jet Pumpcomplete all as directed.(d) Pumping Out/ Removal of all dirt particles including muddy water, Fungus struck on its surfaces and sludge by Vacuum Pump specially designed all complete.(e) Applying One coat of Anti-bacterial Sterlization Spray to walls, Floors & Ceiling which is effective against all pathogens all as directed.(f) “Date of Cleaning” should be written over the outer surface of Tank with Synthetic Enamel Paint with lettering not less than 100mm height as directed by Engineer in Charge.(g) Cutting & Removing of Vegetation growth from the periphery of the tank and its vicinity at a radius not less than 10 Metre, complete all asNote: (01) Rate shall be inclusive for all T&P/materials required for dewatering and nothing will be paid extra on this account. (02) The contractor will be deployed additional man power to clean the sump as per periodicity given by Engineer in Charge in works site order book. If they failed to clean in within time frame, the payment shall not be made to contractor and the recovery shall be made @ Rs 700 per day till execution of work. (03) Unit rate quoted by contractor includes all lightning arrangements, safety arrangements and movable generator of suitable capacity for pumping shall be arranged by the contractor. |
| 17 | M&L for Cleaning and desludging of backwash tank on over bldg of size 11mx3mx1.5 m including pumping out the muddy water from the tank and removing of inludge/mud from the bottom portion of the tank with high pressure water jet to remove all masses,algae,dirt and removal of dirty water along with mud/sandusing pressure jet machine and disposal of the same to a safe distance as directed and including scrubbing of internal surfaces and cleaning of walls,floors & ceilingwhich dislodges the layers of dirt, funges struck on its surface and applying one coat of Anti-bacterial sterlization spray to walls, floors & ceiling external surfaces of reservoirs Note: (01) Rate shall be inclusive for all T&P/materials required for dewatering and nothing will be paid extra on this account. (02) The contractor will be deployed additional man power to clean the sump as per periodicity given by Engineer in Charge in works site order book. If they failed to clean in within time frame, the payment shall not be made to contractor and the recovery shall be made @ Rs 700 per day till execution of work. (03) Unit rate quoted by contractor includes all lightning arrangements, safety arrangements and movable generator of suitable capacity for pumping shall be arranged by the contractor. |
| 18 | M&L for Desilting and cleaning of raw water channel from compound wall to raw water tank No.4 manually lifting mud/sludge from the bottom surface ofthe channel and cleaning the side walls(inside) with help of wire brush ,by applying bleaching powder and cleaning the entire surface repeatedly with fresh water and pumping out soiled waterand clean bottom and side of wall chanel with fresh water , and including cutting grass, bushes both sides of the channel up to two metre each side from centre of the channel up to entire satisfaction of Engineer-in-Charge and depositing at adistance not more than 100 mtr away from sitewhere as directed and leveling of surface both side of the channel complete all as specified and directed. Note . (a) The water shall not beprovidedby the departmentfor cleaning of channel and contractor make own arrangement withot any extra claim.(b) The contractor will be deployed additional man power to clean the Channel as per Appx \"A\". If he failed to clean in within time frame , the payment will not be made to contractor and the recovery will be madeRS @ 700 per day till completion. The contractor shall arrange of 01mtr x 01mtr x 01mtriron frame (measuring unit ) and show the measurement at site to Rep of GE for removing of all mud/sludge and then take load in trolly / truck by manually , then take away from site.(c) Unit rate quoted by contractor includes all lightning arrangements, safety arrangements and movable generator of suitable capacity for pumping shall be arranged by the contractor. |
| 19 | M&L for Desilting of cleaning of raw water channel from Canalto air force boundary wall manually lifting mud/sludge from the bottom surface ofthe channeland cleaning the side walls(inside) with help of wire brush , by applying bleaching powder and fresh water and clean entire surface repeatedly with fresh water and pumping out soiled water and clean bottom and side of wall chanel with fresh water , and including cutting grass, bushes both sides of the channel up to two metre each side from centre of the channel up to entire satisfaction of Engineer-in-Charge and depositing the same minimum distance1500 mtr awayfrom sitewhere as directed including minor repair to channel and leveling of surface both side of the channel complete all as specified and directed. Note . (a) The water shall not beprovidedby the departmentfor cleaning of channel and contractor make own arrangement withot any extra claim.(b) The contractor shall bedeployed additional man power to clean the Channel as directed by Engineer in Charge. If he failed to clean in within time frame , the payment will not be made to contractor and the recovery will be madeRS @ 700 per day till completion ” (c) The contractor shall arrange of 01mtr x 01mtr x 01mtriron frame (measuring unit ) and show the measurement at site to Engineer in Chargefor removing of all mud/sludge and then take load in trolly / truck by manually without disturbing farmer\"scrops/ asset , then take away from site.(d) Unit rate quoted by contractor includes all lightning arrangements, safety arrangements and movable generator of suitable capacity for pumping shall be arranged by the contractor. |
| 20 | M&L for Demolition of brick work built in cementmortar and removing of mud or loose soil along the periphery of wall and again fill loose or hard soil to support of new brick wall made by contractor complete and and remove the debris from site using tipper or trolly / manually andfill/laylow laying area as required in Air force station or as directed by Engr-in-charge . |
| 21 | M&L for Brick work with sub class \"B\"old size bricks, straight or curved on plan exceeding 6 mtr mean radius built in CM 1:4complete in surface channel etc all as specifiedand directe Engr-in-Charge.The cost shall be inclusive loading and unloading of bricks at site using manually transport without harm to farmer corps |
| 22 | M&L for Cement concrete in surface channel and drains type B2(1:2:440mmgraded aggregate)including demolishing the broken cement concrete and removing all waste material genarating during cement work and deposit 1.5 KM away from site by manually without disturbing the farmer\"s crops, complete all as specified and directed by Engineer-in-Charge. |
| 23 | M&L for Rendering (External) 15mm thick in Cement Mortar 1:4 on Brick Walls or on Concrete Surfaces, Plastered Surfaces finished Fair and Even, complete all as specified and as directed. |
| 24 | Material and labour for fabrication for temporary shed offlate plate and fix framed work such as grills, gratings etc, with ends of bars shoulderd and / or riveted or forged into spikes, framed guard bars, barred iron doors, ladders , framed balusters, walk ways, railing, framework of water tanks , Bar protection of bolard light and similar work conforming to Fe-290. GDE E-165 including taking out/down existing shed, complete all as specified and directed by Engr-in-charge. For Pumps near Annex building and CMD building and Pump House. |
| 25 | Taking out unservicablecable of size 1.5 sqmm and Supply & fixing flexible cable1.5 sqmm 3core PVC insulated and sheathed submersible type with stranded copper conductor (for Light), complete all as specified and directed by Engineer-in-Charge. |
| 26 | Supply , install, testing and commissioning oflevel Dosing pump / injector single stage SS 316 Material orAquafit/supreme /Earth water techonology or equivalentmax pressure flow rate 100 LPHPlunger typeVoltage 230 V -415 v AC 7.5g/cm squareincluding all accessories such asLead tubing Connecting Ferrules Check valves all as directed by Engineer in Charge including taking down existing Unserviceable Pump. |
| 27 | Preparation of TankAquafit/supreme /Earth water techonologyor equivalent Model No VST 1005 or equivalent of net capacity FRP dosing tank dia 650x net hight 375+conical 300 having Gross height with stand 1000 mm consisting offollowing and including taking down old unserviceable equipments:-(a) Water inlet line(b) Outlet with \"Y\" strainer.(c) Drain pipe/over flow pipe(d) Connecting bottom for sludge deposition (e) Pot hole cover(f) Agitator 120 wat, 900 rpm single phase flange mounted motor withshaft and impeller(g) Water inlet line(h) Outer with strainer(i) Drain pipe/over flow pipeNote (a) The cost shall be includedto execute new foundation after demolition of old/ broken foundation / stand to installation of dosingtank on treated watersump.(b) The Bidders are advised to vist the AGE E/M officebefore quoting rate. |
| 28 | Service tankAquafit/supreme /Earth water techonologyorModel( No VST 1006 or equivalent) of net capacity 100 ltr of FRP dosing tank top dia 540 mm x bottom dia 480 mm x height 575 mm consisting of following and including taking down old unserviceable equipments:-(a) Water inlet line(b) Outlet with \"Y\" strainer.(c) Drain pipe/over flow pipe(d) Agitator 120 wat, 900 rpm single phase flange mounted motor withshaft and impeller (e) Provision of mounting Pump on Lid/ wal(f) Agitator/ Impeller with accessories model No HSN-Code 84798200 or equivalent including all accessories.Note a)The cost shall be includedto execute new foundation after demolition of old/ broken foundation / stand to installation of dosingtank on treated watersump.(b) The Bidders are advised to vist the AGE E/M office for sample details before quoting rate. |
| 29 | M&L for Point wiring (concealed) on wallcomplete with FR PVC insulated unsheathed 1100 Volts grade, conforming to IS-694, 2.5 sq mm (nominal area) multi stranded copper conductor cable drawn though in and including non metallic heavy grade rigid PVC conduit accessories, ISI marked, 19/20 mm dia including all accessories, concealed in walls/floors/ceilings etc by cutting chases using machine and making good the disturbed surface, with and including suitable modular boxes,modular switch plates and 1.5 sq mm copper earth continuity wire connected to earth dolly including taking out/down existing wiring andcomplete allas specified anddirected by Engineer in Charge. |
| 30 | S&F Socket modular type 16 Amps, 3 pin combine, 2 module,240 volts all as specified and as directed by EIC. Make : Legrand Cat No. 675555 or equivalent in Anchor, Crabtree. |
| 31 | S&F Switch modular type 16 Amps, 1 module,240 volts all as specified and as directed by EIC. Make : Legrand Cat No. 675511 equivalent in Anchor, Crabtree. |
| 32 | Taking out old Unserviceable and Supply and fixing CI body Sluice valve PN 1.6 conforming to ISof size 150 dia complete with nuts,bolts,rubber gaskets etc including ,ISI marked ,including jointing material such as rubber gasket,bolts,nuts,etc suitable for size 150 mm all as specified and as directed by Eng-in-Charge. |
| 33 | Taking out old Unserviceable and Supply and fixingCI body Sluice valve PN 1.6 conforming to ISof size 100 dia complete with nuts,bolts,rubber gaskets etc including ,including jointing material such as rubber gasket,bolts,nuts,etc suitable for size 100 mm all as specified and as directed by Eng-in-Charge. |
| 34 | Taking out old Unserviceable and Supply and fixingCI body Sluice valve PN 1.6 conforming to ISof size 80 dia complete with nuts,bolts,rubber gaskets etc including, including jointing material such as rubber gasket,bolts,nuts,etc suitable for size 80 mm all as specified and as directed by Eng-in-Charge. |
| 35 | Taking out old Unserviceable and Supply and fixingCI body Sluice valve PN 1.6 conforming to ISof size 250 dia complete with32 MM operating Iron Rod rounded shapehandel 25 mtr long with suitable arrangemtn of Hooks , coupling , fasterers to operate of sluice valve away from 25 mtr distance nuts,bolts,rubber gaskets etc including, including jointing material such as rubber gasket,bolts,nuts,etc suitable for size 50 mm all as specified and as directed by Eng-in-Charge. |
| 36 | Taking out old Unserviceable and Supply and fixingCI body NRV valveconforming to ISof size 150 dia complete with nuts,bolts,rubber gaskets etc including, including jointing material such as rubber, gasket,bolts,nuts,etc suitable for size all as specified and as directed by Eng-in-Charge. |
| 37 | Taking out old Unserviceable and Supply and fixingCI body NRV valveconforming to ISof size 50 dia complete with nuts,bolts,rubber gaskets etc including, including jointing material such as rubber gasket,bolts,nuts,etc suitable for size all as specified and as directed by Eng-in-Charge. |
| 38 | Earthing complete with GI earth plates electrode 600x600x6mm thick burried directly in ground earth pit not less than 2.25 mtr deep below ground level surrounded with adequate quantity of charcoal dust mixed with salts to a packet thickness of 15 cm all around the plate,using GI earth strip 32x6mm connected to earth plate by means of nut ,bolts and washers as directed GI pipe light grade 50mm bore on water pipe from earth chamber to copper edge of earth plate,CI funnel with wiremesh fixed on water pipe and PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in pit chamber and RCC pitcover 50mm thick pre-cost RCC 1:2:4 type B-1 dully rainforced with MS bars 6mm dia @150 cc both ways with 10mm dia MS bar in lifting handle excavation earth work including laying of GI pipe in walls etcall as directed in electrical plateNo 3 ofSSR pt I including taking out existing/ oldcomplete all as specified and directed. |
| 39 | S&F Cast Iron Butter-fly Valve ( Lever Operate) 150 mm dia, PN 1.6 as per existing with all accessories including taking down old unservicable butterfly Valve, complete all as directed by Engineer in Charge.Note: The contractor shall advised to visit the site for incorporation of valves in existing pipe location before quoting the Bid. |
| 40 | S&F Wafer Type Cast Iron Butter-fly Valve (Lever Operate) 100 mm dia, PN 1.6 as per existing with all accessories including taking down old unservicable butterfly Valve, complete all as directed by Engineer in Charge.Note: The contractor shall advised to visit the site for incorporation of valves in existing pipe location before quoting the Bid. |
| 41 | M&L for Disconnected/dismantling of float valve assembly from raw water tank complete with CI bend 250mm from sluice valve along with old rusted float cylinder etc and supply and fixing new float valve assembly comprising of the following as specified :-(i) Cylinder of size 4 metre dia and 1.2 metre long made out of 2mm thick PBI sheet, cylinder made with water proof welding joints including testing the water leakage upto entire stisfaction of Engineer-in-Charge and making the existing arrangment as per manufacturer\"s instruction(ii) Float of size 0.65 metre dia at bigger end and 0.25 metre dia at smaller end, 3.5 metre long made out of 2mm thick PBI sheet, float made with water proof welding joints including testing the water leakage upto entire satisfaction of Engineer-in-Charge. |
| 42 | M&L for Water level indicator made out of aluminium channel of size 75mm (made up of aluminium plain sheet of 1.25mm thick) fixed on a aluminium channel by suitable size of nut, bolts and washers including necessary welding work etc including two coats of painting (white and water proof) and marking the water level in \"feet\" with red colour paint including necessary earth work and PCC foundation for fixing of aluminium channel including taking down old indicator complete all as specified and directed by Engr-in-Charge. |
| 43 | M&L for Scraping out silt algae, vegetation from sloping side walls(brick pointing type) of raw water tanks by using broom, steel wire brush and washing the side walls with bleaching powder solution etc complete all as specified and directed by Engr-in-Charge |
| 44 | Taking out and cutting of grass, bushes, hedges etc including leveling on all sides of raw water tank/underground sump/overhead reservoirincluding growth of other vegetation upto complete entire satisfaction of Engineer-in-Charge and removing the sameoutside MoD/ AF land .Note: (a) The cost shall be included Removing/of grass , bushes with rooot below 30 cm under ground and making smooth surface all as directed by Engr-in-charge(b) The works coverage area shall not overlap with item no 1 to 19 |
| 45 | Taking out and cutting of grass, bushes, hedges etc with route including leveling all side of Raw water channel from Air force boundary to UG Sump No 04 andall sides of raw water tank/underground / Pump House area sump/overhead reservoir bushes and any other vegetation upto complete entire satisfaction of Engineer-in-Charge and removing the sameoutside MoD/ AF land .Note: (a) The cost shall be included Removing/of grass , bushes with root below 30 cm under ground and making smooth surface all as directed by Engr-in-charge(b) The works coverage area shall not overlap with item no 1 to 19 & 44 |
| 46 | M&L for Preparation of old painted surface of Flocculator and all Machineries installed at filtration plant ie. Motors, Panel, Grills, Railingsetc. brooming down,scrubbing with steel wire brush, scrapping paintedsurfaces and applying two coat of synthetic enamel paint (grey) etc complete all as specified and as directed. |
| 47 | M&L for Preparation of old surfaces of floculator tank, sludge cell and filter bed by brooming down,scrubbing with steel wire brush, scrapping distempered and painted surfaces & applying two coats of white wash with DDL etc complete all as specified and as directed |
| 48 | M&L for Taking out the old/unserviceable filter media gravel of any size from beds and deposting the same not more than 150mtr away from filter bed etc The cost deemed to be ncluding cleaning and scrubing the all walls with wire brush and two coat ofwhite cement&washing the same with potassium permagnate complete all as specified and directed by Engr-in-Charge. Note: The fillter media shall beremovedin the plant as per Appx \"A\" periodicity. If he failed to clean in within time frame , the payment will not be made to contractor and the recovery will be madeRS @ 700 per day till completion |
| 49 | Supply and filling layer of fine sand and coarse sand in filter media inside filter bed grade size 1mm to 1.5mm (as per sample) the depth of sand media varies between 60cm to 80cm very fine and 1 mm accumulated at top of the filter and coarse sand 1.5mm grade below the fine sand etc complete all as specified and directed by Engineer-in-Charge.as.Note: The filter media fill in the plant as per Appx \"A\" periodicity.If he failed to clean in within time frame , the payment will not be made to contractor and the recovery will be madeRS @ 700 per day till completion |
| 50 | All as per item No. 49 here-in-before but intermediate 2nd layer of gravel graded size 12mm to 20mm. |
| 51 | All as per item No. 49 here-in-before but intermediate 3rd layer of gravel graded size 6mm to 12mm. |
| 52 | All as per item No. 49 hre-in-before but intermediate 4th layer of gravel graded size 1mm to 6mm. |
| 53 | S&F in replacement Precast reinforced cemented concrete Slab/cover grade B1(1:2:4) of each size 140cm x 45cm x 8cm thick set in cement mortar 1:4 including form work,using reinforcement TMT bars 10mm dia. cut to length,bend to shape required as per IS code 456:2000 including two 12mm dia hook of MS bar Placed at suitable distance from both end all as specified and directed. |
| 54 | M&L for Taking down cement or cement limeplaster any description from brick wall/brickstone wall/concrete etc including racking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed by Engr-in-Charge. |
| 55 | M&L for Cutting and Digging out Bushes with root af any size growing near by water channel from airforce boundary to UG sump No 04 and removal debris from chanel at a distance not Exceeding 1000 mtr away from site as directed by Engineer in Charge. |
| 56 | Cutting of300 mm DIA DI/CI Pipe from out let pipe at Main pump houseand fixing ofNew factory sealed300 mm Bore Flow water Meter Class Amaterial Brass item Code No 119399785or equivalent make ISI markand again reconnecting of existing pipe with leak proof arrangementsite .The cost shall neincluded in quoted rate including all fittiings like socket, bend, elbow , Rubber gasket , \"T\" taper end, Flange , nut bolts , and End cap, Mechanical Jointe etc including all accessories required to installation of flow meterandpreventing of back flow water in existing lineetc & laying of the same above or below ground level including taking out unserviceable allas directed by Engineer in Charge.Note: (a)The Quoted unit rate shall include Earth work as required at site.(b) The Quoted unit rate shall include dismantling of valve pit and again making new valve pit of Type \"B\" if damages during installation of flow metre as required. |
| 57 | M&L for Cutting and Digging of Tress/ Bushes with root af any size/ depth not exceeding 2 Mtr within ground growing near by water channel from airforce boundary to UG sump No 04 and transport from channel to deposit 1000 Mtr away from site as directed by Engineer in Charge.Note: The Quoted unit rate shall include surface excavation from the vicinity of trees at a radius of 3 Mtr and filling with nominal Mix concrete including Brick layer over concrete and Plastering over the Brick surface. |
AI Tender Summary
Tender Timeline
Jan 03, 2023
11:30 IST
Tender Published
Tender notice published.
Completed
Jan 10, 2023
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedJan 10, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 12, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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