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Facility Management Services - LumpSum Based - Construction of New 33 11 KV Sub Station Mata Ji Masani Devi District Badaun; civil works; Consumables to be provided by service provider (inclusive in contract cost)
Facility Management Services - LumpSum Based - Construction of New 33 11 KV Sub Station Mata Ji Masani Devi District Badaun; civil works; Consumables to be provided by service provider (inclusive in contract cost)
THE WORK OF RE-ROUTING OF DAMAGED PIPELINES, RENOVATION OF TANKS/SEWER CHAMBERS, CLEANING OF BLOCKED PIPELINES AND OTHER MISCELLANEOUS CIVIL WORKS OF 1.7 MLD CAPACITY SEWERAGE TREATMENT PLANT SITUATED AT 1X660 MW PTEP, PANKI, KANPUR
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
Extention of Steel Cover Shed size 50x75 feet at sabzi Mandi Ferozepur City MC Ferozepur City Distt Ferozepur Civil and Electrical Works Work Code FZR2026-42
Extention of Steel Cover Shed size 50x75 feet at sabzi Mandi Ferozepur City MC Ferozepur City Distt Ferozepur Civil and Electrical Works Work Code FZR2026-42
Special Repair/Renovation of existing Circuit House Civil Station Bathinda. (Specialized Low Voltage Services)
Supply, Installation, Testing & Commissioning of UPS online 1 kva 800 Watts Tower UPS with Minimum 30 minutes battery backup. Operating Temperature Range 0 to 40 Degree @ 100% Load @ 50 Degree with 50% Load,Storage Temperature -15°C~60°C, Relative Humidity 0-95% No condensates, Acoustic Noise 40 dBA @ 1 Meter, Cooling Forced air cooling by the internal fans, Input Socket IEC C13, Output Socket IEC C14, No of output sockets 3 No's, Rated Input Voltage 208/220/230/240 Vac, Maximum working input voltage range 160 to 300 Vac @ 100% Load, 100 to 300 Vac @ 50% Load, Input Power Factor 0.99, Input THDi% 5%, Generator Set Yes 1.5 x UPS Capacity, Rated kVA 1000 VA, Rated kW 800 Watts, Load type Resistive load/ lagging load/ non-linear load/ transformer load/ lighting load, Load power factor range 0.5~1 lagging, Load Crest Ratio 3:1, Online Efficiency 88%, Rated Battery Voltage 36 Vdc, Battery Type VRLA (Valve Regulated Lead Acid Battery), 12VDC, Battery backup Back UP : 936VAH, Maximum charging current 10 Amps, ECO Mode Available, Communication (Independent SCI) Available, Intelligent Card slot (Independent SCI) Available, OVCD Available, EPO Function Available, Intelligent Fans Speed control Available, Auto restart function Available, Cold start Available. Complete in all respects as approved and desired by the Engineer in charge at site.
LAC-ADS-2025-26 - Peravoor LAC Sri. Sunny Joseph MLA-Construction of Odanthodu - Pallithattu Adivaram Road in Kanichar GP-General Civil Work (Re-tender)
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
Annual Plan-IDK-DP-2025-26 - RAJAKKAD GP - CONSTRUCTION OF DRINKING WATER TANK AT PAZHAYAVIDUTHI MADAPATTU (1116/26) -1116/2025-26-General Civil Work
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil