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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.2 LAccepted-AOC DOOR NO 38 I H COLONY MALKAPURAM POST VISAKHAPATNAM 530 011 | VISAKHAPATANAM | ANDHRA PRADESH | 530011 | L1 | Accepted-AOC LOWEST TENDER | |
| 2 | L2₹34.9 L+₹2.0 L (6.03%)Rejected-Finance MIG 1 12 GULLALAPALEM VUDA COLONY SRIHARIPURAM MALKAPURAM POST VISAKHAPATNAM 530 011 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530011 | L2 | Rejected-Finance NOT LOWEST | |
| 3 | L3₹48.8 L+₹15.8 L (48.1%)Rejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | BAPATLA | ANDHRA PRADESH | 504214 | L3 | Rejected-Finance NOT LOWEST |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
3 Nov 2021, 6:00 pmClosed
Garrison Engineer Utility-II
Garrison Engineer Utility-II 104 Area Industrial Estate Post Visakhapatnam -530 007
REPAIR REPLACEMENT AND MAINTENANCE TO STP AT D SECTOR PUMP SETS DG SETS LT PANEL AT YARADA MIDDILE AND ASR PUMP HOUSE WATER DISTRIBUTION NETWORK INCLUDING MAINTENANCE OF CONNECTED E M WORKS UNDER AGE E/M NO.II OF GE (U-II) VISAKHAPATNAM
2021_MES_472593_2
8781
Open Tender
Electrical and Maintenance Works
Item Rate
180 days
Garrison Engineer Utility-II Visakhapatnam
CLASS D
8 documents required · 8 mandatory
₹500
Garrison Engineer Utility-II
₹90,000
Yes
15 Nov 2021
12 Oct 2021
4 Nov 2021
12 Oct 2021
3 Nov 2021
22 Oct 2021
Amount
Material and labour for cleaning of RCC equilisation tank of approx size 5.5 m x 8.0 m x 5.5 m of STP by bailing out the accumulated raw water at the bottom and removing the complete silt/sludge/dirt from the tank and dispositing away exc 1.5 KM and n.exc 5.0 KM from site as directed, scrapping the tank inner walls and bottom with wire brush and cleaning the tank inner walls and bottom by applying anti-bacterial spraycompletely including applying one coat of white wash to entire tank externally complete all as directed by Engineer-in-Charge. Note: (a) The rate deemed to be inclusive of T&P and transportation required for disposal of sludge/dirt away from the site. (b) The cleaning of tank shall be performed once in two months month as per manufacturers recommendations.
All as per SL item No.1 above but for treated water tank of size 8.0 m x 6.0 m x 3.5 m
M & L for carrying out chemical analysis (BOD/COD) test of treated sewer water of STP from Govt authorised laboratory all as per CPCB Norms complete all as directed by Engineer-in-charge. Note : The rate quoted is deemed to be inclusive of testing and collection of water samples in sealed PVC container at STPs.
Removing old filter media complete of size 1/8 to 1/16, 1/16 to 1/32 inch sizes complete in layers of sludge drying beds of size 4 x 2.50 x 1.4 m, scraping the internal surfaces of sludge drying beds with wire brush,and cleaning with bleaching powder slurry, cleaning with fresh water including applying one coat of white wash on external surface of sludge drying bed and re-filling up with new filter media in layers all as per manufacturers recommendations / existing including testing and commissioning etc., complete all as directed. Note: New filter media will be measured and paid separately under relevant item of BOQ
Supply only aggregate filter media for STP (as per existing) complete of size 1/8 to 1/16, 1/16 to 1/32 inch size complete in layers as per existing complete all as specified and as directed.
M&L for maintenance of diesel Engine connected with DG Set 62.5 KVA for 'B' check as per recomendation of manufacturers instructions including replacement of filters, accessories like fuel filter with ring, Air filter and ring , super bypass filter element , 'O' Ring seal, Oil filter and engine Oil complete all as specified and directed by Engr-in-charge.
Supply only Calcium Hypochlorite, 65 %-70 % in granular form for water treatment. Complete all as specified and as directed . Make: Sree Rayalseema solution or its equivalent as approved by GE.
Supply only Alum (white colour granual)
M & L for Jungle cleaning by cutting and clearing away all grass vegetation, wild growth, sapling, shrubs, brushwoods, under growth roots, cutting of bushes, tree trunk of girth not execeeding 30 cm, cutting of trunk, portion protuding over ground, filling holes and leveling of ground and removing unserviceable materials to a distance n.exe 50m, compelte all as speicified.
Supply and replacement of MS ERW pipe heavy grade pipe 300 mm bore, thickness not less than 5.6 MM laid on suitable size PCC Pillar supports, clamps, bolts and nuts including necessary Tees, elbows, flanges, including cutting etc and preparation of pipe surface and applying two coats of synthetic enamel paint over a coat of zinc chrome primer in open places and with bitumen coating/felt cover for inserting the pipe in position and including making leak proof joints complete all as specified and directed.
All as per SL item No.10 above but 200 mm bore.
All as per SL item No.10 above but 150 mm bore.
All as per SL item No.10 above but 100 mm bore.
All as per SL item No.10 above but 80 mm bore.
All as per SL item No.10 above but 40 mm bore thickness not less than 4.80 mm .
Supply, fixing,testing and commissioning of 80 mm bore CI butterfly valves including cutting, welding etc, including taking down existing unserviceable complete and painting with two coats of synthetic enamel paint over a coat of red oxide primer complete all as directed.
All as per SL item No.16 hereinbefore but 100 mm dia
All as per SL item No.16 hereinbefore but 150 mm dia
All as per SL item No.16 hereinbefore but 200 mm dia
M&L for painting of pump sets of 20 HP to 30 HP with a coat of approved synthetic enamel paint including inlet & out let pipe lines complete including preparation of old painted surface and writting MES number all as specified and directed by Engineer-in-Charge.
All as per SL item No.20 hereinbefore but 12.5 HP to 15 HP
All as per SL item No.20 hereinbefore but 3 HP to 10 HP
M&L for preparation of old painted steel surfaces of pipes/ panels by scrapping old rusted paint by steel brush, cleaning and applying two coats of of Synthetic enamel paint of approved colour over one coat of red oxide primer complete all as specified and as directed.
M&L for taking out existing submersible pumpset / airblower of 16 to 30 HP capacity for servicing by disconnecting motor and blower/ pump set from pipe line and removing of all parts like bearing, bushes, impeller, shaft etc., cleaning all surfaces and scales/ sludge/ dirt/ formed inside/out side pumpset/blower etc,lubricating/ greasing at proper places and re-fixing in position with all serviceable parts including painting with one coat of anti corrosive paint over red oxide primer and writing MES /SM No and testing and commissioning complete all as directed by Engineer-in-charge. Note: spares shall be measured and paid separately under relavent items of BOQ.
All as per SL item No.24 above but 12.5 to 15 HP capacity
All as per SL item No.24 above but 5 to 7.5 HP capacity
Supply only ball bearings suitable for 20 to 30 HP capacity pumpsets/airblower
Supply only ball bearings suitable for 12.5 to 15 HP capacity pumpsets/airblower
Supply only ball bearings suitable for 5 to 7.5 HP capacity pumpsets/airblower
M&L for dismantling the defective induction motor of any make of capacity 20 HP to 30 HP, any duty or any class of insulation from the bed, duly coupled with pump/ compressor, transporting to workshop, removing burnt out winding from stator/ rotor, rewinding with suitable gauge of super enamelled copper wire of approved make and replacing drive end and non drive end bearings, insulation materials, varnishing, heating, re-assembling, testing and commissioning including replacing base frame bolts & nuts complete all as directed. Notes: Motor removed for re-winding shall be overhauled completely and quoted rate is inclusive for the same.
All as per SL item No.30 above but 12.5 to 15 HP capacity
All as per SL item No.30 above but 5 to 7.5 HP capacity
Material and labour for maintaining of potable /fresh water to achieve chlorination level by keeping concentrated efforts as per standard water quality specifications of maintaining PPM, PH, TDS levels, by checking time to time with standard testing equipments/lab test items if any daily before pumping of water to users from sump/OHTs to building OH tanks through raising mains etc. by adding chlorination granuals, chlorine gas etc. as required for disinfection of water as per standard at site as under :-
(a) ppm at sump level to pumping water to building OH tank - 2ppm, (b) pH value - 6.5 to 8.5, TDS- 300ppm (c) Ensuring water is to be free from E.coli and thermotolerant coliform bacteria and it shall not be detectable in any 100ml of sample water.
Notes :- The item rate is inclusive of following :-
(a) The contrator or his rep is responsible for maintaining quality of drinking water as specified above and to adopt latest standard of water treatment for providing specified potable water. (b) Contractor or his rep has to attend daily at all pump houses once in a day to check all the water parameters and sign in the register being maintained with pump house staff. (c) Register should be maintained daily and daily record of the same should be endorsed from users/MES rep at pump house, concerned Engineer-in-Charge as well as concerned medical team of respective unit daily. (d) Lab test shall be carried out once in a month from locally available Govt approved lab for (i) PPM, (ii) TDS, (iii) pH value and E-Coil or thermotolerent Coliform bacteria. test report be rendered and a record of the same to be submitted to department once in a month or whenever required or directed by the users and department depend upon the situation/quality of water.
(e) The rate quoted is deemed to be inclusive of adding required chemicals like soda ash etc., to maintain pH value and TDS as and when required.
(f) Required quantity of chlorine gas/ chlorine granuals/ bleaching powder required to be used at pump houses regularly and superchlorination to be done and the same shall be measured and paid seperately under relevant items of schedule. The amount/quantity of mixing chemicals, gas etc.,would be vary as per the quality of receiving water from time to time to bring the required ppm once checked before pumping the water from sump to OHT of user building. The necessary mixing up of granuals/bleaching powder for maintaining standard water and for superchlorination the existing staff/ manpower at pump houses shall be utilized if necessary.
The above specified job shall be carried out at each pump house as under :-
(a) Nausenabaugh Dolphin pump house (01 Place), (b) EKSILA PH, INS EKSILA, (c) NIvedita PH Kalyani (d) Dolphin Hill UG Sump TS pump House (e) Middle Pump House Dolphin Hill
M&L for seven stage cleaning and sterilization of inside UG sump reservoir through bacteriological treatment by using TERBAC GS, TERBAC-G-65 AND ULTRA VOILET RAY Complete all as specified and as directed for following capacity of tanks. Make : Rays cleantech or equivalent Steps for seven stages are as under First Stage is to drain out the water by using exit valve or high capacity dewatering system. Second stage is cleaning all the algae formation insixe the tank by using TERBAC G10 a laboratory tested branded chemical of the company ans scrubbing the walls of the tanks. Third strage is fresh water cleaning by high speed jet pump. Fourth stage and first bacteria screening is decertification by using TERBAC-G5 a Govt Laboratory certified brannded halogen compound. Fifth stage is cleaning the floor of water tank by industrial vaccum cleaner.
Sixth stage is the second bacteriod screening and sterilizing method by using ultra voilet ray within the tnk and kills all suspended bacteria. Seventh stage of cleaning and third bacteria screening is to sterilize the floor of the water tank by using laboratory certified, branded strong oxidizing agent TERBAC-G65 NOTE: COMPANY WILL SUBMIT GOVERNMENT LABORATORY TEST CERTIFICATE OF TERBAG-G5, TERBAC-G65, FIX THE STICKER MENTIONING THE DATE OF CLEANING & NAME OF SITE AND ALSO PROVIDE, CERTIFICATE CONFIRMING THE COMPLETION OF STERILIZATION OF WATER TANKS MENTIONING THE NAME OF STATION AND DATE OF CLEANING. ALL THE CLEANING & STERILIZATION STAFFS SHOULD BE UNDER ACCIDENTAL INSURANCE COVERAGE).
Semi UG Sump of 3.0 Lakhs Gallons Capacity
Semi UG Sump of 2.5 Lakhs gallons capacity
Semi UG Sump of 1 Lakhs gallons capacity
Semi UG Sump of 0.30 Lakhs gallons capacity
Semi UG Sump of 0.10 Lakhs gallons capacity
Semi UG Sump of 0.05 Lakhs gallons capacity
Semi UG Sump of 0.25 Lakhs gallons capacity
Overhead water tank of capacity 2 Lakhs litres capacity.
HDPE water tank of 10000 litre capacity.
M & L for Cutting/drilling of CI/DI pipe of Size 100/150/200/300 mm bore and inserting 100/150/200/300 mm bore presure relese valve complete with all necessary items such as flanges,DI Specials, welding etc as required on site all as specified and directed.
Supply and replacement of Presure Release Valve flanged end type having material of construction Ductile Iron, spring, pilot valve, internal trims and wetted parts of SS-304, diaphragm of nylon with nitrile reinforcement. complete all as specified and directed for following types
200 MM bore
150 MM bore
100 MM bore
M&L for taking up or down old rusted GI tubings and connections from trenches or from walls/ceilings for the following sizes:- Excavation and earth work will be measured and paid for separately.
20 mm bore
25 mm bore
40 mm bore
50 mm bore
80 mm bore
100 mm bore
Supply and lay in floors/ on roof /on wall / trenches GI water tubing galvanised medium grade with all fittings of following sizes.
20 mm bore
25 mm bore
40 mm bore
50 mm bore
M & L for Refixing old GI tubing and connection in old or new position after cleaning and repairing for the following bores :
20 mm bore
25 mm bore
40/50 mm dia bore
80/100 mm dia bore
Supply and fix 20 mm dia Gun metal gate valve, with iron wheel head, screwed both ends for iron pipe and fixed including cutting the pipe line and taking down old unserviceable valves complete all as specified and directed.
All as per SL item No.40 above but 25 mm dia.
All as per SL item No.40 above but 40 mm dia.
All as per SL item No.40 above but 50 mm dia.
Supply and replacement 50 mm dia high density polythene pipe (HDPE) of pressure rating 6 Kg/ Sqcm , including making leak proof joints on walls/ceilings/laid in floors complete all as specified and directed by Engineer-in-Charge
All as per SL item No.44 above but 32 mm dia.
All as per SL item No.44 above but 25 mm dia.
All as per SL item No.44 above but 20 mm dia.
All as per SL item No.44 above but 15 mm dia.
M&L replacement of unserviceable sluice valve, spindle, and check nut by un screwing nut and bolts, gasket stuffing box and taking upper portion of sluice valve taking out u/s spindle check nut . Cutting turning, polishing and preparing new SS spindle and check nut from the solid single SS piece of same length , dia of u/s spindle and check nut fixing the new spindle and check nut re assembling sluice valve replacement of u/s gasket nut and bolts and testing for the following bore sizes of sluice valve.
80 mm Dia
Taking out sluice valve stuffing box and re-packing stuffing box of sluice valve including taking apart & assembling & refixing it into its original position & replacement of rubber gasket and nut & bolts for the following sizes :-
80 mm dia
100 mm dia
150 mm dia
200 mm bore
NOTE- Rubber gasket,nuts,bolts and washers will be measured and paid separately
Supply only rubber gasket 3 mm thick
Supply only black bolt with hexagon head and nuts round neck with washer 3 mm thick
Supply and replace 300 mm bore CI sluice valves PN 1.6 (Non - Raising type) conforming to IS 14846 flanged end with iron wheel head and stainless steel spindle flanged joints including necessary nuts, bolts, and washers etc., complete all as specified and directed.
All as per SL. Item No.53 above but for 200 mm dia
All as per SL. Item No.53 above but for 150 mm dia
All as per SL. Item No.53 above but for 100 mm dia
All as per SL. Item No.53 above but for 80 mm dia
M&L for jointing flanged pipe and fittings including provn of rubber or fibre board gaskets and washers required for jointing including taking out fibre gaskets and nuts & bolts for the following sizes:-
80 mm Dia
100 mm dia
150mm bore
200mm bore
250mm bore
M&L for PCC 1:3:6, type C1 (using 20 mm graded granite stone aggregate) for making good the surface where road cutting/ hard standing/ paths and Removing excavated/demolished material to a distance n.exc. 50m complete all as specified and directed by Engineer-in-Charge.
M&L for stone masonry for walling of random rubble, uncaused, well bonded, built in cement mortar 1:4 for construction of thrust block for the support of water supply pipe line including demolition of stone masonry complete all as specified and directed by Engineer-in-Charge.
Material and labour for taking down defective foot valves from UG Sump, scraping the corroded footvalves and painting with one coat of red oxide along with black enamel paint, replacing rubber gaskets, bottom rubber with spring complete with replacement of necessary bolts, nuts, washers for following sizes complete all as specified and directed.
150/200 mm dia
80/100 mm dia
Supply and replace 200 mm bore CI non return valve with by pass arrangement with necessary rubber gasket, nuts, bolts, and washers etc., complete all as specified and directed.
All as per SL item No.62 above but 100 mm dia.
All as per SL item No.62 above but 80 mm dia.
All as per SL item No.62 above but 50 mm dia.
Supply and fixing in repairs cast iron air release valve with two air outlets, 50 mm dia bore with isolating sluice valve and fixing up in water supply mains including necessary addition / alternation to DI pipe 100/80 mm dia bore with all necesary fittings complete all as specified and as directed.
Supply and fixing in repair cast iron air release valve with two air outlets, 50 mm dia bore with isolating sluice valve and fixing up in water supply mains including necessary addition / alternation to DI pipe 250/200 mm dia bore with all necesary fittings complete all as specified and as directed.
M&L masonary valve chamber of size 900x900x900 mm (internal dimensions) and including necessary excavation and earth work in any type of soil, 100 mm thick PCC 1:4:8 type D2 foundation, brick work in cement mortar 1:6, plastering internal and external surface 15 mm thick in CM 1:4, 50 mm thick PCC 1:3:6 type C1 (using 20 mm graded stone aggregate) coping, 50 x 50 x 6 mm thick MS angle iron, 5 mm thick MS plate cover with locking arrangement, painting exposed steel surfaces with two coats of synthetic enamel paint over a coat of zinc chrome primer including dismantling unserviceable compete all as specified and directed by Engr-in-Charge.
All as per Sl. item No. 68 above but of size 1200x1200x1200 mm (internal dimensions)
Dismantling of old unserviceable Zero Velocity Valve, and supply and fixing Zero Velocity Valve [Water Hammer Equipment] of size 200 mm dia to withstand Testing Pressure of 25 to 35 KGf/Sq.cm. complete all as specified and as directed.
Labour only for attending break down of DI pipe pipe line bursting / cracks and including cleaning / removal of broken pipe pieces of various lengths through gas cutting / manual cutting as per site requirement and including inserting necessary specials such as pipes, DI Collar / mechanical Joints etc as per site requirement, testing for leakages of lead joints, testing and necessary dewatering complete all as specified and directed by Engr-in-Charge, for the following sizes:- Note 1 :- The quoted rate is deemed to be include the following:- (i) Arrangement of suitable Pump sets for dewatering at the time of attending break down including JCB's and Cranes as per site requirement . (ii) Necessary labour/trade men for attending break down. (iii) Labour element required for fixing DI pipes, specials, fittings etc. Note 2 :- Earth work, Supply only DI pipes, specials, fittings will be measured and paid seperately under relevant items.
300/250/200 mm bore pipe
150/100 mm bore pipe
Supply only DI K9 water supply pipe lines of size 300 mm bore as per IS 455:1989 bituminous coating as per Annex 'C' of IS 8329 with flanged ends complete
Supply only DI K9 water supply pipe lines of size 250 mm bore as per IS 455:1989 bituminous coating as per Annex 'C' of IS 8329 with flanged ends complete
Supply only DI K9 water supply pipe lines of size 200 mm bore as per IS 455:1989 bituminous coating as per Annex 'C' of IS 8329 with flanged ends complete
Supply only DI K9 water supply pipe lines of size 150 mm bore as per IS 455:1989 bituminous coating as per Annex 'C' of IS 8329 with flanged ends complete
Supply only DI K9 water supply pipe lines of size 100 mm bore as per IS 455:1989 bituminous coating as per Annex 'C' of IS 8329 with flanged ends complete
Supply only DI specials such as bends (any type, radius and angle) tapers any type, straight, bend, increasing, decreasing or double socket etc.) tee pieces single branch, "Y" junction, double branch, cross (all sockets or sockets and spigot) collars, caps and plugs upto 300 mm bore.
Burning out lead joint in position including removing old lead for the following sizes:-
All as per Sl. Item No.78 above but of size 100 mm bore.
All as per Sl. Item No.78 above but of size 150 mm bore.
All as per Sl. Item No.78 above but of size 200 mm bore.
All as per Sl. Item No.78 above but of size 250 mm bore.
Material and labour for run lead joint for spigot and socket pipes (CI/DI) and fittings of size 100 mm complete all as specified and directed by Engr-in-Charge.
All as per Sl. Item No.83 above but of size 150 mm bore.
All as per Sl. Item No.83 above but of size 200 mm bore.
All as per Sl. Item No.83 above but of size 250 mm bore.
Supply and replace submersible pump controller 3 Ph, 415 V for pump capacity upto 5 HP complete all as specified and as directed.
Supply, laying LT UG XLPE insulated PVC FRLS, screened , PVC bedded and PVC tape sheathed galvanised steel strip or wire armoured electric power cable (heavy duty) 1100 volts grade with stranded aluminium conductor of size 4 core 16 Sq mm including taking out old un-serviceable cable complete all as specified and directed. Note:- Excavation and earth work, sand cushiong, cable covers shall be measured and paid separately.
All as per Sl. Item No.88 above but 3 .5 Core 25 Sqmm
All as per Sl. Item No.88 above but 3 .5 Core 35 Sqmm
All as per Sl. Item No.88 above but 3 .5 Core 70 Sqmm
All as per Sl. Item No.88 above but 3 .5 Core 95 Sqmm
All as per Sl. Item No.88 above but 3 .5 Core 120 Sqmm
Excavating in trenches not exc 1.5 m wide and not exc 1.5 m in depth for foundation, laying of cable/pipes etc. n exc 10 sq m on plan and getting out in soft/loose soil complete all as specified and directed.
Returning filling in, including spreading levelling watering and well ramming in layers n.exc 25 cm thick complete all as specified and directed.
Removing excavated surplus soil to a distance n.exc. 50m distance and depositing where directed at a level n.exc. 1.5 m above the starting point all as specified and directed.
Supply and laying Sub Class 'B' bricks of old size (23x11x7cm) laid along aligment of cable as protection to cable in trenches complete all as specified and directed by Engineer-in-charge
Supply and spreading clean dry sand for cable cushioning in trenches complete all as specified and as directed. Note: Punned thickness shall only be measured and paid.
M & L for Cable straight through joint, Heat Shrinkable, suitable for 1100 Volts, 3½ Core, 185 to 300 Sq.mm XLPE insulated LT Cable with aluminium conductor complete all as specified and as directed.
S A R CONSTRUCTIONS
M/S SRI VENKATA BHAVANI CONSTRUCTIONS
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