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Tender Value
₹24.9 L
EMD Value
₹24,921
Closing Date
29 May 2026, 11:00 amClosed
Executive Engineer Public Health Division Khammam
Executive Engineer Public Health Division Khammam
Laying of CC Road, Providing Lift and other internal works at Municipal Guest house in Khammam Municipal Corporation.
703707
02/EE/PH/KMM/2026-27 dt 22.05.2026
OPEN
Civil Works
KHAMMAM
11 documents required · 11 mandatory
₹883
₹24,921
23 May 2026
23 May 2026
25 May 2026
Internal Cup- Boards
Supply, making and fabrication of kitchen furniture, cup-boards with shutters, box cup-boards, box racks, work-station furniture etc with Melamine Laminate Sheets - Glossy Finish: 1.50 mm thick including fixing cutting, making, assembling, fixing hinges, fixing fixtures, fixing locks, pasting sheets/ laminations fixing in position with necessary screws including cost of materials, accessories, fittings etc complete for finished item of work
RBR-EECD-8(c) : Earthwork excavation for road way in soil by mechanical means including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge.
RBR-SBBS-1 A III: Construction of granular sub-base by providing well graded material / Close graded material confirming to Grading - VI of MoRT&H Table 400-1 including cost, (excluding seigniorage charges) and conveyance of all materials to work site, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory Roller to achieve the desired density, complete for finished item of work as per Technical Specification Clause 401 MORD / MORTH and as directed by the Engineer in Charge. For Grading VI Material
RBR-CCPV-5-Construction of M30 grade plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement @ 350 kg per cum or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.
RBR-EECD-15: Construction of earthen shoulders with approved material obtained from roadway cutting with all leads and lifts including pre-watering of soil, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P etc., complete for finished item of work as per MoRT&H specification 305 (5th revision).
Vaccum dewatering of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length,vaccum pump to maintain vaccum pressure 0.7-0.8 atmosphere as per the standard procedure,floating with power floater,vibrating using Screed vibrator, mechanical trowelling, finishing with sound edges and corners,including hire and operational charges of machinery, labour,fuel etc,complete for finished item as directed by the Engineer-in-Charge.
Saw cut joints for freshly laid concrete pavement including all material and labour charges (Grooves 2-3 mm)
Carting of surplus excavated earth/soils/ rock/ debris or any other unwanted material from the site to a distance of 5kms including loading, unloading, idle hire charges of machinery suitable, dumping, labour charges for all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.
Supply & Installation of Traction Lift 1. Load /Speed - 408kgs /0.69/MS 2.Traveling Height - 20 feet 3.No, of Floors to be Served - G + 2 4.Position of the car entrance - ONE SIDE OPENING 5.Well size of the lift - 1500×1500mm (Specifications will be different based on space) 6.The clear opening of the gates - 800 MM (Specifications will be different based on space) 7.inside of the car size - 1200 MM X 1100 MM (Specifications will be different based on space) 8. Design of the lift car - SS CABIN 304 GRADE JINDAL 9. Fittings - SS CEILING WITH LED light & Round Ceiling fan 10.Landing /Entrance door - TELESCOPIC AUTO DOORS 11.Car entrance door - TELESCOPIC AUTO DOORS 12.Type of Control System - Microprocessor-based Down Collective controller with (VVVF) variable voltage variable frequency Drive (Make ARD) 13.Electrical Supply - 5HP, AC 400/440 Volts, 3phase 14.Lights Supply - 230 Volts:1Ph-50hz/sec 15.Flooring - PVC (Polyvinyl Chloride Flooring) Technical Specification 16.Brackets - 65×65×5mm -L Shaped Mild Steel Maker of Vizag Steel,90-degree angle (certifications provide) 17.Car & Counter Guide rails - Marrazi Make, T82 Guide rails -82×62×10mm +5MM(Certification Provided) 18.Rope - Regular Wire Rope – 8 mm Diameter Usha Martine (certificate to be provided) 19.MOTOR MAKE - SHARP/MONITINARI 20.Cable - 12 Core micro therm Flat Cable 21.Car Operating panel - Cop – BCGCM001 – 24VDC – Display – 7 Segment Bvl 131 - Round Button, BAMSS002- F - Glow – Red 22.Landing Operating panel - LOP – B x GFM019 – 24V DC – Single Button Display – 7seg – BVL 121 – Button – Round 23. Car inside ceiling - Wipro LED lights 24.Sensors - TVS Limits Sensors (including GST)
Supply & Installation of Rails, ARD, Panel Board, COP and LOP for Traction Lift, Internal Brick and Granite work for finished item of the work
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