GUINITING AND GROUTING OF OHT AND UG SUMPS INCLUDING CLEANING OF STORAGE TANKS AND OTHER MISC WORKS UNDER GE GOLCONDA

Amount

M&L for pressure gunniting/shot creting for roof/beams surfaces of UG Sump/ Semi UG Sump including water proofing by Epoxy coating of any size and any height of staging by using mechanical means and necessary scaffolding complete all as specified and as directed. :- Notes:- Stages for gunniting/shot creating roof/beam surfaces:- (a) Dismantling/taking down loose /spalling /unsound cement concrete layers average depth 25mm from the roof and disposed up unserviceable debris and rubbish outside MD land. (b) Preparation of exposed reinforcement (i.e. including cutting of all edges, roughening the smooth surfaces, scrapping out / removing corrosion all loose / scale / rust etc from visible reinforcement by applying rust remover Reebaklens RR (3-4 Sqm per litre) or epoxy coated bonding agent or equivalent of Chemco system / Webac chemical and trimming cleaning the steel reinforcement properly) of roof/beam/columns surfaces. (c) Insertion of additional Reinforcement. (Reinforcement will be measured separtely) (d) Applying two Coats to the exposed reinforcement by ReArm Coat- Zp or equivalent of Chemco system / Webac chemicals on visible reinforcement surfaces to form a continious dry film not less than 80 micron thick a reinforcement epoxy. (e) Gunniting/Shotcrete the damaged portion of the inside surface of the roof with cement mortar mixed with Aqua Arm bond latex and then plastering.

M&L for pressure gunniting/shot creting for roof/beams surfaces of overhead resoirvoir (OHT) including water proofing by Epoxy coating of any size and any height of staging by using mechanical means and necessary scaffolding complete all as specified and as directed. Notes:- Stages for gunniting/shot creating roof/beam surfaces:- (a) Dismantling/taking down loose /spalling /unsound cement concrete layers average depth 25mm from the roof and disposed up unserviceable debris and rubbish outside MD land. (b) Preparation of exposed reinforcement (i.e. including cutting of all edges, roughening the smooth surfaces, scrapping out / removing corrosion all loose / scale / rust etc from visible reinforcement by applying rust remover Reebaklens RR (3-4 Sqm per litre) or epoxy coated bonding agent or equivalent of Chemco system / Webac chemical and trimming cleaning the steel reinforcement properly) of roof/beam/columns surfaces. (c) Insertion of additional Reinforcement. (Reinforcement will be measured separtely) (d) Applying two Coats to the exposed reinforcement by ReArm Coat- Zp or equivalent of Chemco system / Webac chemicals on visible reinforcement surfaces to form a continious dry film not less than 80 micron thick a reinforcement epoxy. (e) Gunniting/Shotcrete the damaged portion of the inside surface of the roof with cement mortar mixed with Aqua Arm bond latex and then plastering.

M&L for water proofing by grouting & Epoxy coating for wall/floor surfaces of RCC UG Sump/ Semi UG Sump of any size and any height of staging by using mechanical means and necessary scaffolding complete all as specified and as directed. :- Notes:- Stages for water proofing by nozzle grouting & Epoxy Coating wall/floor surfaces:- (a) Dismantling loose /spalling /unsound cement concrete layers from the wall/floor or racking out surfaces and disposed up unserviceable debris and rubbish outside MD land. (b) Cutting of the construction joints in 'V' shaped grooves. (c) Drilling of holes for pressure grouting of 10mm to 15 mm dia., 100 to 150mm deep at the intervals of 350 mm c/c on RCC structural members surfaces in staggered manner in the honeycomb / seepage portions and cleaning of holes by air blower prior to fixing nozzles. (d) Patching the entire 'v' shaped grooves with cement, admixed with quick setting compound. (e) Fixing of PVC nozzles for grouting with quick setting compound admixed with cement. (f) Next grouting is to be done with cement mixture with CEBEX-100 through nozzle by high pressure injection pump incl rendering 15mm thick with CM(1:6). All these operations are made from inside/outside of the reservoir and arrange all necessary scaffolding needed to complete the entire procedure. (g) Water testing of the tanks by filling the tanks with water and for successfully prevention of the water leakage switch over to the next level for expoxy coating. (h) Applying a coat of floor/wall surfaces with cementitious acrylic polymer coat Aqua Arm Topguard. (j) Water to be made empty and a water proofing coating to be made in 2 coats in the inner wall and floor of the tank with water based epoxy Aqua Arm Tank Coat (Potable Water grade).

M&L for water proofing by grouting & Epoxy coating for wall/floor surfaces of RCC Over head resoirvoir (OHT) of any size and any height of staging by using mechanical means and necessary scaffolding complete all as specified and as directed. :- Notes:- Stages for water proofing by nozzle grouting & Epoxy Coating wall/floor surfaces:- (a) Dismantling loose /spalling /unsound cement concrete layers from the wall/floor or racking out surfaces and disposed up unserviceable debris and rubbish outside MD land. (b) Cutting of the construction joints in 'V' shaped grooves. (c) Drilling of holes for pressure grouting of 10mm to 15 mm dia., 100 to 150mm deep at the intervals of 350 mm c/c on RCC structural members surfaces in staggered manner in the honeycomb / seepage portions and cleaning of holes by air blower prior to fixing nozzles. (d) Patching the entire 'v' shaped grooves with cement, admixed with quick setting compound . (e) Fixing of PVC nozzles for grouting with quick setting compound admixed with cement. (f) Next grouting is to be done with cement mixture with CEBEX-100 through nozzle by high pressure injection pump incl rendering 15mm thick with CM(1:6). All these operations are made from inside/outside of the reservoir and arrange all necessary scaffolding needed to complete the entire procedure. (g) Water testing of the tanks by filling the tanks with water and for successfully prevention of the water leakage switch over to the next level for expoxy coating. (h) Applying a coat of floor/wall surfaces with cementitious acrylic polymer coat Aqua Arm Topguard. (j) Water to be made empty and a water proofing coating to be made in 2 coats in the inner wall and floor of the tank with water based epoxy Aqua Arm Tank Coat (Potable Water grade).

M&L for MS TMT bars, 10mm dia & over , cut ot length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with wire complete all as specified and directed.

All as per Item No. 5 but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders.

Cleaning of RCC Over Head Reservoirs as described below : i) Before starting the cleaning of Over Head Reservoir, distribution line from OH tank is to be disconnected and plugged with suitable fittings. After cleaning, plugged line should be washed out and connected to the distribution pipe line as per existing position. Cost of required earth work and excavation at places is deemed to be included in item rate quoted by the contractor. ii) The inner surface of the walls and ceiling of the tank shall be cleaned with high pressure jet pump after emptying the water in the tank. iii) After thorough cleaning of the tank, the cleaning water and sludge is to be removed by using pump and the sludge has to be disposed off at a place as directed. iv) After removing the sludge from tank the tank shall be first cleaned thoroughly by using high pressure water pump and again the floor and inner surfaces of the tank shall be cleaned by using a industrial vaccum cleaner and the tank shall be made fully dirt free. v) After making the tank dirt free, the inner surfaces of walls and ceiling of the tank shall be treated with anti bacterial agents. vi) After the treatment as mentioned at (iv) above, the inner surfaces of walls and ceiling shall be treated with UV Radiator. NOTE : (i) The unit rate quoted deemed to be including draining of water with mechanical equipment and working in water and mud etc. (ii) The unit rate quoted deemed to be inclusive of all safety precautions which shall be taken while working on RCC over head tank/underground sump and contractor or his Engineer shall be available during execution of the job. (iii) Lighting arrangements if required shall be provided by the contractor temporarily at his own arrangements and the rate quoted is deemed to be inclusive of this and electricity / diesel shall not be provided by the department. (iv) Contractor will not be allowed more than one day to do the work inside each OH tank/UG sump to precvent interruption of water supply to the users. Over head tank of 50000 Gallon capacity at a) hill top 9 MT area/Taramati Md Accn Pump house/Outside MKD near Swimming pool at Arty Centre b)64 ORs Map qtr, Towli Chowki Qtrs/KVS - II, and Map Md Accn (near Signal Centre Pump House) at Asif Nagar and c) Old Md Lines (Near 19 Rajput Md Accn) at MH/MD Lines

All as per Item No:07 here-in-before but Over head tank of 25000 Gallon capacity at following location:- a) Near cook house 9 MT area/16 Dogra Regt 7th mile area at Arty Centre b) butchery, 40 JCOs patter bldg at Asif Nagar c) MH Golconda (near SHO office)

All as per Item No:07 here-in-before but Over head tank of 250000 Gallon capacity near CHQ main office area at Arty Centre

All as per Item No:07 here-in-before but Over Head Tank capacity of 150000 Gallon at New 40 JCO' Pump House at Asif Nagar

All as per Item No:07 here-in-before but Over head tank of 100000 Gallon capacity at following location:- a) 1 Jakli unit Area at Asif Nagar b) Offrs Md Accn (Near RSI) at MH/MD area and c) Signal Centre Pump House at MH/MD area

All as per Item No:07 here-in-before but Over head tank of 75000 Gallon capacity at 5/8 GR Area at Asif Nagar.

All as per Item No:07 here-in-before but cleaning of RCC under ground sump / semi under ground sump of following :-Semi under ground sump of capacity 50000 Gallon a) at Hanuman mandir PH and b)Outside MKD near Swimming pool PH at Arty Centre, c)64 ORs Map qtrs Area and Signal Centre Pump House and MAP Md Accn (near Signal Centre Pump House) at MH/MD Lines

All as per Item No:07 here-in-before but Semi under ground sump of capacity 30000 Gallon at Inside MKD PH/taramati Md Accn PH & Near Indoor Stadium 3 Trg Arty Centre.

All as per Item No:07 here-in-before but Semi under ground sump of capacity 15000 Gallon at 16 Dogra Regt PH & Pantathalom Stadium Outside MKD Arty Centre

All as per Item No:07 here-in-before but Semi under ground sump of capacity 10000 Gallon at :- a)Firing range PH/Inside MKD near Officers Md accn PH & IB line JCOs mess PH at Arty Centre and b) 28 JCO's pump house, 40 JCOS pattar bldg at Asif Nagar

All as per Item No:07 here-in-before but Semi under ground sump of capacity 250000 Gallon at IB line PH at Arty Centre.

All as per Item No:07 here-in-before but Semi under ground sump of capacity 300000 Gallon in front of 354 Fd Hosp area at Asif Nagar

Taking down water level indicator unit from Over head reservoir/Semi Under ground sump, supply and fix new water level indicator with complete accessories such as copper ball, necessary pully, nylon rope, steel patti duly painted white with marking at every 10cm interval, letter writing of size 15mm width and 100mm long with signal red radium paint and painting of indicator with illumination postal red paint and errected at the height of 3 meter from ground level with necessary angle iron, nut and bolts complete all as specified and as directed by Engr-in-charge.

Test point terminal block made of gun metal or phosphorus bronze size 75x75x25mm drilled and screwed including 3 nos. 8mm dia 25mm long hexagonal head screw including taking out old unserviceable one complete all as specified and as directed by Engr-in-charge.

S&F Air termination, single pointed aluminium rod 12mm dia and 300mm long including taking out old unsserviceable one complete all as specified and as directed by Engr-in-charge.

Supply, laying, connecitng, testing and commissioning PVC insulated, PVC sheathed armoured, heavy duty electric power cable with multi stranded copper conductor, 1100 volts grade, of cross-sectional area 2.5 Sqmm 3 - core for aviation obstruction light of OH reservior upto 25m height including cutting to required lengths and connecting with necessary lugs and glands at both ends and taking out the existing burnt/ unserviceable one from panel/ starter complete all as specified and as directed by Engr-in-charge.

Supply and replace MCB DB DD 4 - way SPN 240 Volts and removig unserviceable materials out of site including connecting complete all as specified and as directed by Engr-in-charge.

Supply and replace existing unserviceble MCB SPN 5 - 32 Amps complete all as specified and as directed by Engr-in-charge.

Supply and replace aviation obstruction light aviation yellow painted die cast aluminium alloy housing built in heat resistant clear thick glass and accessories LED aviation obstruction light suitable to operate on 230 volts single phase AC supply complete on OH reservior complete all as specified and as directed by Engr-in-charge.

Disconnecting existing water level indicator, taking out defective MS wire rope from overhead tanks of any head, pulley, ball and replacing with new MS wire rope, ball of dia 300mm with provision for fixing wire, greasing and refixing both the pullies on another side as directed including marking the level on the indicator complete all as specified and as directed by Engr-in-charge.

S & F foot valve of 50 MM dia size for CI pipeline as that of existing model complete with necessary nuts,bolts and gasket as per site requirement fixing in position complete including taking out existing all as specified and as directed by Engr-in-charge.

S & F foot valve of 80 MM dia size for CI pipeline as that of existing model complete with necessary nuts,bolts and gasket as per site requirement fixing in position complete including taking out existing all as specified and as directed by Engr-in-charge.

S & F foot valve of 100 MM dia size for CI pipeline as that of existing model complete with necessary nuts,bolts and gasket as per site requirement fixing in position complete including taking out existing all as specified and as directed by Engr-in-charge

S & F foot valve of 150 MM dia size for CI pipeline as that of existing model complete with necessary nuts,bolts and gasket as per site requirement fixing in position complete including taking out existing all as specified and as directed by Engr-in-charge.

S & F Air release valve of 50 MM dia size to the exgisting CI pipeline as that of existing model complete with necessary , balls, nuts,bolts and gasket as per site requirement fixing in position complete including taking out existing all as specified and as directed by Engr-in-charge.

STANDARD AGENCIES

M/S Veerabhadra Constructions

UNITED TECHNO PROJECTS PVT LTD

M/S SRIDEVI ENTERPRISES

SAI ENGINEERING WORKS

COMBINE CONSTRUCTION

M/s Amit Associates