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Tender For Filling Of Low Lying Area Kumurdu Village Including Transportation Of Ash Form Silo 500 Mw In Power Plant At Sgtps Mppgcl Birsinghpur. Distt Umaria (M..P), birsinghpur-Madhya Pradesh

Madhya Pradesh Power Generating Company Limited-MPPGCL has published Tender For Filling Of Low Lying Area Kumurdu Village Including Transportation Of Ash Form Silo 500 Mw In Power Plant At Sgtps Mppgcl Birsinghpur. Distt Umaria (M..P). Submission Date for this Tender is 02-02-2024. Electrical Maintenance Tenders in birsinghpur Madhya Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

41529020
Corrigendum : Tender For Filling Of Low Lying Area Kumurdu Village Including Transportation Of Ash Form Silo 500 Mw In Power Plant At Sgtps Mppgcl Birsinghpur. Distt Umaria (M..P)
Open Tender
Indian
Madhya Pradesh
birsinghpur
02-02-2024

Tender Details

Tender For Filling Of Low Lying Area Kumurdu Village Including Transportation Of Ash Form Silo 500 Mw In Power Plant At Sgtps Mppgcl Birsinghpur. Distt Umaria ( M..P )

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 24-Jan-2024 1st EXTENSION Date 29-01-2024
2 30-Jan-2024 2ND EXTENSION DATE Date 02-02-2024

Key Value

Document Fees
INR 5000 /-
EMD
INR 467800.0 /-
Tender Value
INR 4.67 Crore /-

BOQ Items

Name of Work: Filling of low lying area in Kumurdu village including transportation ofash form silo 500 MW in power plant at SGTPS MPPGCLBirsinghpur.
Sl. No. Item Description
1Preperaring areafor working by removal thick shrub jungle (area above 50% covered by shrubs) clearance involving removal of grass, shrubs, bushes and twigs including rooting out & disposal etc, making local drainage to release retained water to facilitate in working complete.as per direction of Engineer- in - charge.
2Excavation in all kind of soft/loose/ hard/dense soils, moorum & moorum mixed with boulders and mud by mechanical/mannual mean including loading in tippers, cutting accordingg to required grade and profile, and transporting the same upto desire location with are lifts & lead upto 1 Km. dressing. Sorting the vegetations etc. complete as per direction of Engineer- in - charge.
3Stripping the seat of embankment of all foreign materials vegetation and other growth like grass, roots etc. and removing the rubbish up to suitable distance including dressing but excluding jungle clearance etc.as per direction of Engineer- in - charge.
4Earth work for embankment using selected soil from existing borrow area including spreading of soil in layers of 250 to 300 mm thicking(before compaction) sorting out of Vegetation & other forgein materials, breaking clods, watering and cmpacting with 6 to 8 tonne Vibratory roller to achive maximum dry density at OMC etc with cost of all T&P labour, materials with all leads & lifts etc. complete as per direction as per of Engineer-in-charge.
5Providing and laying M-15 grade Plain Cement Concrete Design Mix using graded sotne aggregate for foundation filling and sub structure including cost of all materials, machinery,labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing ,packing joints of shuttering etc. complete. Using graded aggregates of maximum size.-20 mm
6Providing and laying M-20 grade Reinforced Cement Concrete Design Mix using graded stone aggregate substructure/super structure including cost of all materials(excluding cost of providing and placing reinforcement steel/bars ), machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing ,packing joints of shuttering etc. complete. Using graded aggregates of maximum size:- 20 mm
7Providing and placing in position cemet concrete M-10 grade nominal mix with 20 mm gaded stone agreegade in foundation i/c cost of all materials from work machinary vibration finising curing etc completeas per direction of Engineer- in - charge.
8Providing, fabricating and placing in position steel reinforcement bars for Reinforced cement concrete / Plain Cement Concrete structures including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapping /welding joints wherever required, tying with 1.25 mm diameter soft annealed steel wire etc. Complete.as per direction of Engineer- in - charge.
9Supplying, fabricating, erecting structural steel members fabricated from rolled steel sections like channels, angles, beams, rails, plates etc., as per specifications and drawings including cost of all materials, machinery, labour, scaffolding, cutting, welding, grinding, cleaning, applying two coats of approved synthetic enamel paint over a coat of zinc chromate red oxide primer paint etc., complete with all lead and all lift as per direction of Engineer- in - charge.
1022 Cm thick dry stone pitching on downstream of embankment with reject coal shell of speific size with indivsual shell of 22 cm. depth i/c transportation of reject coal shell (lead up to 7 Km)cost of labour T&F etc Complete as per direction of Engineer-in-charge.
11Random rubbleuncoursed masonry with reject coal shell in cement motor 1:6 as per desire profile with leading of reject coal shell (lead 7Km) from dumping yard i/c the cost of all labour. T&P,motor, materials, wedging ofstone chips,lead & lifts curing finishing etc complete. as per direction of Engineer- in - charge.
12Transportation andLoading unloadingash from silo with exisiting loading system at SGTPS & transportation of ash from silo to low lying area including covering ash with trapaulin in vehicle and unloading at desire location with all leads(08 KM),. Lifts, overheads etc. complete.as per direction of Engineer- in - charge.
13Spreading / dozzing of stacked ash in low lying area in indivisual layer of 250 mm thickness including compaction of each layer at OMC with vibratary compactor to( 8 Tun.) achieve dry density not less than 95% of MDD. Rate includes cost of watering, T&P, labours and other running cost etc. complete as per direction of Engineer-incharge.
14Providing soil cover over ash surface with back filling theexcavated earth by transporting the soil (1KM), spreading / dozzing in uniform layers of 250 mm thickness including compaction of each layer at OMC with vibratary compactor to( 8 Tun.) achieve dry density not less than 95% of MDD. Rate includes cost of watering, T&P, labours and running cost etc. complete as per direction of Engineer-in-charge.
15Providing & installation of adquate fencing/ baricodding /green dust net where ever required to prevent entry at cattells / line stock also includes repair& maintenance of existing bareicoding complere as directed of Engineer-in-charge.
16Video Graphy and Photograpy of working operation of one trip since loading from ash silo to unloading at low lying area including spreading compaction etc complete activities in pen drive. Rate i/c providing postcard size photographs, hirign of vichile eqipments for video shotting lettering. mixing cost of pendrive etc complete as per direction of Engineer-in-charge.
17Providing & Installation of Dust Supression System(DSS) to prevent fugitive dust emission during backfilling operations which includes; adequate Electric/Diesel mist guns of appropriate capacity & all other accessories and water sprinkling system in qpproach road& low-lying area tobe bckfilled wherever required to cary out DSS operations etc. including water tanker of adequate capacity as directed by Engineer - in - Charge. Note Any penalty impoed by MPPCB, CPB or any other concerned department /authority on account of air pollution due to dust emission during bckfilling operationsand vehicular movement shall be recovered from the contractor. as per direction of Engineer- in - charge.
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