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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-AOC 21 PASCHIM VIHAR EXTENSION NEW DELHI 110 063 | NEW DELHI | WEST DELHI | DELHI | 110063 | ₹2.3 Cr | L1 | Accepted-AOC Being L1 Bidder |
| 2 | L2₹2.5 Cr+₹17.6 L (7.74%)Rejected-Finance | ₹2.5 Cr+₹17.6 L (7.74%) | L2 | Rejected-Finance Being other than L1 bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not admited being not execution of STP works. |
| 4 | Rejected-Technical 81 ARYA NAGAR ASSANDH ROAD PANIPAT HARYANA 132103 | PANIPAT | HARYANA | 132103 | - | - | Rejected-Technical Not admited being not execution of 02 Nos of STP works. |
Tender Value
₹2.3 Cr
EMD Value
₹3.0 L
Closing Date
20 Aug 2021, 6:00 pmClosed
CE (AF) SHILLONG
CE (AF) SHILLONG ZONE, ELEPHANT FALLS CAMP, POST NONGLYER, SHILLONG-793009
PROVN OF MINI SEWAGE TREATMENT PLANT AT AF STN PURNEA
2021_MES_456775_1
88877/PUR/E8
Open Tender
Civil Works
Item Rate
1460 days
Purnia
As per tender documents
7 documents required · 7 mandatory
₹2,000
AGE I AF Purnia
₹3.0 L
Yes
2 Nov 2021
2 Jul 2021
27 Aug 2021
2 Jul 2021
20 Aug 2021
6 Aug 2021
Amount
Surface excavation Not exc 30 cm deep & average 15 cm deep and getting out in soft/loose soil complete all as specified and as directed.
M&L for excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc1.5 m in depth and getting out soft / loose soil complete all as specified and as directed.
M&L for excavation in trenches, n exc 1.5 m wide and 1.5 m to 3.00 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and as directed
M&L for excavation over areas, n exc 1.5 m deep and getting out in soft/ loose soil complete all as specified and as directed
M&L for excavation over areas, 1.5 m to 3.00 m deep and getting out in soft/ loose soil complete all as specified and as directed
M&L for excavation over areas, 3.00 m to 4.50 m deep and getting out in soft/ loose soil complete all as specified and as directed
Removing surplus soil to a distance n.exc 50 m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and as directed.
Returning, filling in, including spreading, leveling, watering & well ramming in layers n. exc 25 cm thick complete all as directed.
Material and labour for 100 mm thick (or base) with broken boulders or quarried stone, interstices filled, surface formed and rammed complete all as specified and as directed.
M&L for plain cement concrete Type C2 1:3:6 ( using 40mm graded crushed stone aggregate) in foundations, filling and mass concrete complete all as specified and as directed.
M&L for colour chequered cement concrete tiles 25 cm X 25 cm and 25 mm thick, set and jointed in grey cement slurry and pointed with grey cement slurry in floor complete all as specified and as directed.
M&L for moorum/red bajri filling as in floors or pavings of 150 mm thick, spread, levelled and ramming/rolling including watering complete all as specified and as directed.
Supply and fix with necessary fitting arrengment Monoblock pump set suitable for 415 V ,3 phase system having capacity 5 HP, discharge 108 lpm and head 10 m complete all as specified and directed.
S & F 3 layer PP-R (polypropylene random co-polymer) concealed pipes SDR11 (PN-10) UV stabilised and antimicrobial fusion welded having thermal stability for hot and cold water supply including all PP-R plain and brass threaded polypropylene random fittings laid in trenches complete all as specified and directed for 90 mm dia of pipes. (Note: rate quoted must be inclusive of all fittings such as union, socket, Tee reducer, bend, flange etc)
All as per item No 14 above but for 63 mm dia complete all as specified and directed.
All as per item No 14 above but for 32 mm dia complete all as specified and directed.
All as per item No 14 above but for 25 mm dia complete all as specified and directed.
M&L for repair to brick masionary of sluice valve Pit chamber of size 900 X 900 X 900mm with brick work 50 mm thick internal and external plaster in cm 1:4 inlcluding 25 X 25 X 5 mm MS angle iron frame all around the fixed point by means of 04 Nos hold fast 150 mm long made out of flat iron, 25 X 6 mm embedded in PCC block 1 : 2 : 4 type B1 including hinges welded with angle iron frame and MS cover 3 mm thick , MS handle of suitable size, locking arrangements and applaying two coat of synthetic enamal paint over a coat of red oxide primer including necessary excavation, removing/returning filling in soft/loose soil complete all as specified & directed by Engr-in-Charge
M&L for repair to brick masionary of sluice valve Pit chamber of size 650 X 650 X 650 mm with brick work 50 mm thick internal and external plaster in cm 1:4 inlcluding 25 X 25 X 5 mm MS angle iron frame all around the fixed point by means of 04 Nos hold fast 150 mm long made out of flat iron, 25 X 6 mm embedded in PCC block 1 : 2 : 4 type B1 including hinges welded with angle iron frame and MS cover 3 mm thick , MS handle of suitable size, locking arrangements and applaying two coat of synthetic enamal paint over a coat of red oxide primer including necessary excavation, removing/returning filling in soft/loose soil complete all as specified & directed by Engr-in-Charge
S&F PP-R Gate valve (brass inserted), screwed both ends for 90 mm outer dia of PP-R pipe and fixing complete all as specified and directed.
All as per item No 20 above but for 63 mm dia.
All as per item No 20 above but for 32 mm dia.
All as per item No 20 above but for 25 mm dia.
Supply and fix non-return(reflux) valves, with by-pass arrengement 80 mm (3") dia complete.
M&L for Boring of holes under road, pavement, hard standing by trenchless technology using ultra sound technique and necessary machine including HDPE pipe of 150 mm dia suitable for 0.4 mpa working presure complete all as specified and directed..
M& L for Brickwork with old size fly ash bricks, built in CM (1:6) straight or curved on plan exc 6m mean radius, built in complete all as specified and as directed.
M&L for plain cement concrete Type C1 1:3:6 ( using 20mm graded crushed stone aggregate) in cills, steps, seismic and other similar bands, plinth courses etc complete all as specified and as directed.
M&L for for cement concrete type B-1, (1:2:4) using 20mm graded broken stone aggregate) as in drain channels including use of necessary use and waste of form work complete all as specified and as directed.
M&L Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms, moulds etc complete all as specified and as directed.
M&L for laying of brick sub class 'B' in cable trenches for cable protection complete all as directed.
M&L for sand cushioning /sand covering for underground cable protection and consolidated and compacted with clean dry sand complete all as specified and as directed. Note : Punned thickness shall be mesured as specified in SSR Part - I
M&L for HDPE PN 10 pipe 75 mm dia bore medium grade laid in trenches or fixed on wall or passing through road/ trench / culvert etc . For cable protection complete all as specified and directed.
M&L for HDPE PN 10 pipe 50 mm dia bore medium grade laid in trenches or fixed on wall or passing through road/ trench / culvert etc . For cable protection complete all as specified and directed.
M&L supply, laying, testing and commissioning of cable XLPE insulated screened PVC beaded , galvanized steel strip or wire armourd, electric power cable (Heavey duty ) with aluminium stranded conductor 1100V grade of size 120 Sqmm 3.5 core complete all as specified and as directed.
M&L supply, laying, testing and commissioning of cable XLPE insulated screened PVC beaded , galvanized steel strip or wire armourd, electric power cable (Heavey duty ) with aluminium stranded conductor 1100V grade of size 35 Sqmm 3.5 core complete all as specified and as directed.
M&L supply, laying, testing and commissioning of cable XLPE insulated screened PVC beaded , galvanized steel strip or wire armourd, electric power cable (Heavey duty ) with aluminium stranded conductor 1100V grade of size 16 Sqmm 4 core complete all as specified and as directed. (for street light)
Supply, install, commissioning and testing floor mounted out door cubical type LT Feeder Pillar Box (factory made) of size 800 X 800 X 600 mm fabricated out of 3.15 mm thick CRCA Sheet and angle iron 50 X 50 X 6 mm frame factory made totally enclosed dust and vermin proof both side hinge opening arrangement on front and back with locking arrangement cable entry and exist from bottom with cable glands and gaskets, Aluminium bus bar fixed on porcelain insulator with internal wiring with suitable size of Aluminium strips to be used for incoming and outgoing connection of all switches/MCCB's & Bus-bar. Bus-bar shall be insulated with colour code sleeves/tapes and to be connected with Aluminium lugs, including two coats of synthetic enameled paint on the surface externally & internally over a coat of red oxide primer paint incl. necessary PCC (1 : 3 : 6) type C2 as in foundation all as directed, comprising of the following :- Incoming :-(a) 100 A TPN 415V MCCB 25KA - 01 No, (b) Busbar 200A rated 4 Nos Aluminium strip with colour, (c) LED Indicator Lamp (RYB) - 03 Nos, (d) Digital Multimeter(Ammeter and voltmeter combination) - 01 No. Outgoing:-(a) MCCB 63 A TPN 25 KA - 02 Nos (one stand by), (b) MCCB 32A TPN 25 KA - 03 Nos, (c) Single phase preventor - 02 Nos.
Supply, install, commissioning and testing floor mounted out door cubical type LT Feeder Pillar Box of suitable size fabricated out of 3.15 mm thick CRCA Sheet and angle iron 50 X 50 X 6 mm frame factory made totally enclosed dust and vermin proof both side hinge opening arrangement on front and back with locking arrangement cable entry and exist from bottom with cable glands and gaskets, Aluminium bus bar fixed on porcelain insulator with internal wiring with suitable size of Aluminium strips to be used for incoming and outgoing connection of all switches/MCCB's & Bus-bar. Bus-bar shall be insulated with colour code sleeves/tapes and to be connected with Aluminium lugs, including two coats of synthetic enameled paint on the surface externally & internally over a coat of red oxide primer paint incl. necessary PCC (1 : 3 : 6) type C2 as in foundation all as directed, comprising of the following :- Incoming :-(a) 63 Amp TPN 415V MCCB 25KA - 01 No ,(b) Busbar 100 A rated 4 Nos Aluminium strip with colour code, (c) LED Indicator Lamp (RYB)- 03 Nos, (d) Digital Ampere meter 0-200A - 01 No, (e) Digital Volt meter 0- 500VA-01 No Outgoing:-(a) MCCB 32 A, 3 Pole TPN 16 KA - 03 Nos (one stand by), (b) Submerssible pump starter - 02Nos, (c) Single phase preventor - 02 Nos.
M & L for earthing complete with copper earth plate electrode (600 x 600 x 3.15 ) mm thick buried direct in ground (earth pit not less than 2.25 m deep below ground level ) with top edge of the plate not less than 1.5 m below ground level connected to galvanized iron copper strip 20 X 3 mm by means of bolts nuts, check buts and washers of galvanized rion and steel all as shown in electrical plate No -5 connected to earth test point including necessary excavation (loose / soft /hard rock and earth work as the case may be ) earth work chamber cover, wire mesh, funnel , test point, GI protection pipes necessary salt and charcoal etc complete and testing on completion.
DG SET: Supply and installation along with foundation of 62.5kva silent Diesel Engine driven generating set with Acoustic Enclosure construction with AMF Panel and foundation of DG set DIESEL ENGINE: four cylinder,liquid cooled naturally aspirated and devloping 83 bhp @1500rpm ,vertical engine,electric start,compression ignition ,4 stroke designed to run continuiously at 1500rpm confirming to IS 10002,ISO-3046,BS 5514 standard with an overload capacity of 10% for one hour in every 12 hrs operation. DG set will comply with present CPCB-II norms .The DG set should comprise of following:-Radiator with fan,mico fuel pump with electronic governor,Dry type air cleaner,Exhaust silencer,Lub oil filter(Spin on Type),Fuel Oil Filter(Spin on Type),12v electric starting system,Battery charging alterntor,Stop solenoid,Lub Oil pressure gauge,Water Temp Gauge,Ammeter battery charging coolant,First fill of lub oil. ALTERNATOR: Suitablr for continuous operation rated at 1500rpm 415v,0.8pf,3phase in spdp enclosure ,self excited &self regulated Brush less floor mounted with ball or bearings on end shields. the altenator conforms to IS:4722,BS EN 60034-1& will be suitable for tropical condition.
M & L for 190 cm dia cable route indicator made of CI plate 8 mm thick with spike to angle iron 25 X 25 X 5mm, 40 cm long marked as LT cable jointing on conductor coil plate complete including fixing and excavation in soft/loose/hard/ dense soil, PVC embedded, block size 300 X 300 X 300 mm (1:3:6) type C-1 using 20 mm graded stone aggregate complete all as specified and as directed.
M&L for street light bracket made out of GI tubing medium grade upto 1.5 mtr long 40 mm dia including bending, welding as required and making holes including provision of flat iron clamps 50x 6 mm thick (02 Nos) with nut, bolts and washers suitable for fixing on steel tubular poles/PCC poles complete all as specified and directed.
Supply and fix thermo plastic Terminal box IP 66 " halogen free and weather proof" for outdoor installation of size 139 x 125 x70 mm with locking arrangements including necessary mounting arrangement on any location/size of pole with clamps, nuts, bolts washer etc fixed to poles including one Nos SP MCB suitable capacity all as directed.
M&L for steel tubular swaged poles complete with cast iron base plate, finial taper plug, bolts nuts and screws as specified type 410 SP 31, 9 mtr long including erection, foundation , coping and painting complete.
Supply and fix LED street light fitting of 74 watt IP 66 all as directed.
M&L Wiring for circuit/submain wiring along with earth wire with 2 runs of 1.5 sqmm FR PVC insulated copper conductor single core and one run of 1.5 sqmm FR PVC insulated copper conductor single core in steel conduit from juction box to light fitting all as specified.
Sewage Treatment Plant (STP) Design, Supply, construction, installation, testing & commissioning of Packaged type Sewage Treatment Plant 150KLD capacity based on principle of aerobic attached growth non-clogging randomly Moving Bed Bio-reactor (MBBR), including required foundations and & covering of all motors with MS sheets covers & the following:- (a) One no. Fine bar screen RRC (M-30) of size 2Mx 0.25x 0.3M with MS epoxy construction to be installed in fine baar screen chamber provided at an angle of 60 degree. (b) One no. Oil & Grease Removal Chamber of size 2.5M x 2.0M x 0.6M in RCC M-30 design mix concrete. construction (c) One no. Equalization tank of size 5M x 5M x2M (min) in RCC construction with design mix concrete of grade M-30 including provision of one lot UPVC heder and lateral type air grids.
Item No. 47.00 Contd... (d) Two numbeer CI submersible nonclog pumps with specification 3 phase 6.25 cum/ hr flow and 14 mtr head , 5HP capcity complete with motor and all necessary accessories and fittng . Float type Level sensor should be provided in the tank and interlinked with pumps for ON-OFF operation as per water level in equalization tank.One pressure gauge for each pump has to be provided. (e) Provision of two numbers 3 phase CI Air blower Positive displacement, root type, twin lobe of capacity 230 /5 Cum/hr/head complete with motor and all necessary accessories & fittings, for providing air in equalization tank, MBBR reactors & Sludge holding tank. One no. Air rotameter is to be provided in each line to MBBR reactor ,Equalization tank sludge holding tank. (f) One number M/S Epoxy Anoxic chamber of size 1.30Mx 1.25mx 3.70M with internally fitted MSEP Mixer slow speed turbine type alongwth accessories . (g) Two Set of MS Epoxy MBBR Tank of size 2.70M x1.30M x3.50M with arrangement of SS header and lateral type air grid having UPVC riser pipe with fludisedmmedia and media retaing shieves etc.
Item No. 47.00 Contd... (h) Two nos. sewage centrifugal monobloc self-priming recirculation pumps 3 Phase1.88 Cum/Hr 8m head 2 HP capacity complete with motor and all necessary accessories and fittings. One pressure gauge for each pump is provided (j) One No. MS Epoxy Tube settler tank of size 2.70x 1.25M x 2.10M having PVC square type tube alongwith, supporting structure & collection trough. (k) Two nos. 3 phase sewage centrifugal monobloc self-priming 4.1 cum/hr ,8M head 2HP pump complete with motor and all necessary and fitting . one pressure gauge for each pump to be prvided. (l) One no.MS Exopy contact chlorine cum filter feed tank of size 3.95M x1.25M x 2.55M with one set of chlorine dosing system comprising of 100 ltr HDPE (m) Two nos. filter feed centrifugal monobloc self priming pumps 3 phase 6.82 Cum/Hr 25 m head 5 HP complete with motor and all necessary accessories and fittings for feeding tertiary unit,Float type Level sensor should be provided in the chlorine contact cum filter feed tank and interlinked with pumps for ON-OFF operation . One pressure gauge for each pump is provided.
Item No. 47.00 Contd... (n) One no. Dual Media filter,for 150 KLD package type STP complete with media, frontal piping, valve and pressure gauges to measure pressure across the filter. (o)One no. Activated Carbon Filter ,for 150 KLD capacity STP complete with media, frontal piping,valve and pressure gauges to measure pressure across the filter. (p) One no.10,000 ltr HDPE Treated Water tank with fitting to receive treated water coming from outlet of activated carbon filter. (q)One no. Sludge Holding Tank in MS Epoxy, of size 1.70M x 1.70M x 2M with arrangement of UPVC header and lateral type air grid complet with fitting to receive sludge from table settler tank. (r) Two nos. sludge transfer self priming monobloc pumps 3 phase 2.87 Cum/ Hr 25m head 5HP complete with motor and all necessary accessories and fittings for sludge bag unit, Level sensor should be provided in the sludge holding tank and interlinked with pumps for ON-OFF operation as per level in the sump. One pressure gauge for each pump has to be provided to measure pressure at the outlet.
Item No. 47.00 Contd... (s) One no. Sludge dewatering Bag unit with dosing system 200 Ltr DWPE tank for 150 KLD STP as specified in PS. (t) One no. electrical control Panel for operation of all electromechanical units of sewage treatment plant (u) One lot of power , submersible, control cable to interconnect various drives and instrumentation. (v) One lot of suitable size piping and valve as suitable material to interconnect various unit as per layout.
Supply, install, testing and commissioning of sewage submerssible cutter pump of capacity 6 cum per hours @ 18 mtr head (one running and one standby) for sewage transfer pump from collection tank No - 2 to main collection pit/tank of 3 HP capacity complete all as specified and as directed.
Supply, install, testing and commissioning of sewage submerssible cutter pump of capacity 18 cum per hours @ 15 mtr head (one running and one standby) for sewage transfer pump from collection tank No - 1 to main collection pit/tank of 3 HP capacity complete all as specified and as directed. Note for Item No. 13 to 53:- The items shall be all as per relevent IS with latest amendments.
Material and labour Cement concrete Type C-2 (1:3:6) 40mm graded aggregate in foundations, filling and mass concrete complete all as specified and as directed.(for man holes)
Material and labour Cement concrete Type C-2 (1:3:6) 40mm graded aggregate in Concrete bed to drain pipes including packing under,and haunching against the sides of pipes after they are laid and tested; in 300MM PIPE complete all as specified and as directed
Material and labour Cement concrete Type C-2 (1:3:6) 40mm graded aggregate in Concrete bed to drain pipes including packing under,and haunching against the sides of pipes after they are laid and tested; in 200MM PIPE complete all as specified and as directed
Material and labour Cement concrete Type C-2 (1:3:6) 40mm graded aggregate in Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in 150MM PIPE complete all as specified and as directed
Material and labour Reinforced concrete pipes,300mm dia class NP3, laid and jointed complete with collars complete all as specified and as directed
Material and labour Reinforced concrete pipes,200mm dia class NP3, laid and jointed complete with collars complete all as specified and as directed
Material and labour Reinforced concrete pipes,150mm dia class NP3, laid and jointed complete with collars complete all as specified and as directed
Material and labour Brick work with sub class ‘B’ bricks, straight or curved on plan exc 6m mean radius, built in CM 1:4 complete all as specified and as directed.
Material and labour Cement concrete type B- 2, 1:2:4 (40mm graded aggregate) in cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for as directed
Material and labour for Add deduct each 25 mm girth or part of above or 30cm grith
Material and labour Rendering 10mm thick on fair faces of brick work or concrete surfaces in CM 1:3 finished even and smooth without using extra cement mixed incl mixing water proofing compound as per manufacturers instructions complete all as specified and as directed.
Supply only integral WPC complete all as specified and as directed
M & L TMT bars 8 mm dia and over, cut to 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 clips
M & L Round bars 10 mm dia and over, cut to 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 clips complete all as specified and as directed
Material and labour pre cast RCC (1:2:4) type B-1 using 20mm graded stone aggregate forcover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain face complete all as specified and as directed
Material and labour form work to edges of concrete flat exc 5cm but n-exc 10cm thick complete all as specified and as directed
Material and labour angle iron frame work in man holes with end welded and in position complete all as specified and as directed
Material and labour newly steel surface and appling two coat of synthetic enemal paint over red oxide primer complete all as specified and as directed
Material and labour Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed.
Material and labour Brick work with, sub class B, laid flat, in floors, old size bricks (laid dry) complete all as specified and as directed.
M&L RCC M25 as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed
Use and waste of formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc vertical or to batter complete all as specified and as directed
Use and waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified and as directed
M&L RCC M25 as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and as directed
M&L RCC M25 as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed
M & L TMT bars 10 mm dia and over, cut to 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 clips complete all as specified and as directed
M&L for Rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finished even and smooth without using extra cement mixed incl mixing water proofing compound as per manufacturers instructions complete all as specified and as directed.
M&l for Rendering 15mm thick on bottom of water tank concrete surfaces in CM 1:4 finished even and smooth without using extra cement mixed incl mixing water proofing compound as per manufacturers instructions complete all as specified and as directed.
M&L Framed work as in ladder and similar work; also fastening and fixing complete all as specified and as directed
M&L for preparation of newly plaster surface of wall and applying two coat of cement paint over a coat ofchalk whitening primer and one coat of wall putty complete all as specified and as directed
Material and labour for hard core gauge not exc 63mm thick with broken boulders or quarried stone, interstices filled, surface formed and rammed complete all as specified and as directed.
M&L Cement concrete type C- 2, 1:3:6 (40mm graded aggregate) as in plinth protection 50mm thick complete all as specified and as directed.
M&L Cement concrete type B1-1:2:4 (20mm graded aggregate) as in flooring 50 mm thick even and smooth with using extra cement complete all as specified and as directed
MAINTENANCE AND OPERATION: Maintenance and operation of Sewage Treatment Plant round the clock in three shifts (of 08 hrs duration each) per day including Sunday and holiday with one skilled operator for trouble free operation to ensure maximum optimisation of plant including monitoring the performance of the treated sewage by data logging, monthly report preparation and reporting to MES on performance of Sewage Treatment, maintenance of different types of pumps, blower etc. including periodic cleaning (fortnightly) , scheduled maintenance of running equipments, attending to the emergency break down of the components, regular testing of plant equipments by 'Walk Down' checks of internal conditions of equipments such as plant performance, pump test, decomposition system testing, etc. careful logging of Operational Data and periodically processing it to determine any abnormal or slowly deterioating conditions, careful control and supervision of operational conditions including all consumables and spare parts for maintenance of plant as directed by Engineer-in-Charge from the next date of completion of Phase - I. Note:- (i) The quoted rates of bidders shall be deemed to be inclusive of the following aspects as below and nothing extra shall be paid on this account. (a) Generation and submission of reports in soft/ hard copy format as required by the Engineer-in-Charge. (b) Area cleaning and removing of grasses, bushes etc. as per instructions of the Engr-in-Charge. (c) Safety and security of all equipments, chambers, T&P, substation complete. (d) Sufficient trained manpower as per OEM or routine schedule/break down maintenance of all Plant equipment, HT/LT control system etc. (ii) Any defective equipments/ parts of STP plant shall be replaced without any extra cost during defects liability period.
Item No. 87.00 Contd… (iii) The operators and helper as per OEM's instruction for proper maintainance of the Sewage Treatment system working for 08 hrs shall consitute one shift and the quoted rate of the contractor shall be deemed to be inclusive of this aspect. (iv) Safety chart, First Aid chart and First Aid kit will be provided by contractor and the quoted rate of the contractor shall deemed to be included of this aspect. (v) Periodical cleaning of all STP tanks, chambers and equipments shall be done on quarterly basis alongwith dated photographs, to be kept on record, as per instruction given by Engr-in-Charge. (vi) All consumables like bio culture, Chlorine/Alam etc., as required for regular maintenance ofplant is deemed to be included in quoted rates and no extra amount entertained on this account. List of consumables shall be recorded and submitted to Engr-in-Charge during the claim of RAR. (vii) All test parameters for treated water shall be tested on quarterly basis from any National Test House/IIT/NIT/Zonal Lab./Command testing Lab/NABL Lab/Govt approved Lab to confirm that parameters of treated sewage water are within specified limits and the test reports shall be submitted by the contractor with the interim payment bill due at the time of such testing. (viii) Outsourcing of services of Maint & Operation shall be done through OEM/their authorized service agency. Necessary MOU shall be submitted for item No. 87.00 to 911.00.
All as per Srl item No. 87.00 here-in-before but for next 11 calendar months after completion of 1st 11 calendar months.
All as per Srl item No. 87.00 here-in-before but for next 11 calendar months after completion of 2nd 11 calendar months.
All as per Srl item No. 87.00 here-in-before but for next 03 calendar months after completion of 3rd 11 calendar months.
RYSA INFRATECH PRIVATE LIMITED
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