Panchayat Raj Engineering Department Tender

building work;Supply of ISI marked 16sqmm 4 core XLPE insulated 1100V grade armoured alluminium cable as per specification confirming to IS: 7098 (Part -I) makes: Torrent/Uncab/Polycab/Havells)ELEC.4.1.1(f))

building work;Supply and run of 1.5 Sqmm 3 core PVC insulated and FRLS Round Sheatherd Multi Core Bright Annealed Bare Copper Conductor Heavy Duty industrial Cables for voltage Grade up to 1100 volts as oer IS: 694:1990 including all transportaion chrges etc. completed. Makes: Finolex/RR Kabel/Havells/Polycab/RPG/KEI

building work;Supply and Transporation of 120W LED Street Light Body made of high grade pressure die-cast Aluminium alloy with corroaion resistant powder coal , having protective toughened glass cover, less Glare , IP 66(Silicon gasket ensure Optical & Electrical compartments are IP 66) protected , wide operating voltage range, P.F> 0.90. System having more than 10KV inbuilt and more than 4KV external,THD<15% CCT:3000-6500K as desired by the department and as per IS, CRI>80, Inbuilt Electrical Protections like Over voltage, short circuit , over load , Open circuit, miswiring, etc complete with BIS manufacturer warranty letter, LM 79 andLM 80 certificates MAKE:PHILIPS/OSRAM/CROMPTON/BAJAJ/Wipro/HAVELLS/Jaquar/Eveready/Polycab LED MAKE: PHILIPS LUMILEDS/CREE/NICHIA/OSRAM/SAMSUNG/ LG LEDs

building work;Foundation and Erection charges with special T&P for 9.00Mtrs/10Mtrs long Octagonal/Conical Pole dukly erecting on base plate duly providing 4 Nos foundation bolts with nuts with providing of 0.60Mtr x 0.60 Mtrs x 1.40 Mtr size M20 CC work vibrated concreting mixing with necessary steel (15Kgs) reinforcement as directed by the field engineers during execution including centering, water curing as required soil excavation, back filling , muffing removal and coil earthing including all labour charges and cost and conveyance of materials

building work;Fabrication, Transportation and supply of hot-dip galvanized Octogonal Pole with BSEN-10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangement, including chain for anti theft mechanism, supply of suitable boards with bakelite sheet, din channel for MCB's as per IsS specification suitable to withtand the wind speed of 180 KMPH for "9 Mtrs height Pole having dimensions Bottom 155, Top70mm with 3mm thick, base plate 260x260x16mm and 4 Nos of m24x750mm long J bolts along with template Makes. BAJAJ / VALONT/TRANSPRAIL MCB Makes: 6A,10KA, ISI marked,C/D curve of makes Legrrand DX/3 Schneider Acti 9

building work;Hot dipped Galvanized Iron Chain link mesh 8 gauge - (4.0 mm) as per IS: 2721-1979: 3"x3" (76 mm x 76 mm) - 8 Gauge

building work;Granular sub - base/Shoulders course with local materials (Table 400.13 ) i.e naturally occuring gravel by mix in place method normal Construction of granular sub base and shoulders by providing local material spreading in uniform layers ,rolling and watering etc complete as per Clause 401.4 as per Technical Specification Clause 408 MORD

building work;Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, 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, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

building work;Construction of granular sub-base by providing well graded material(Table 400.1) with Grading III Material CBR Value not less than 20 and PI Value less than 6 spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Smooth Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD

building work;Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. MORD including contractors profit & Over head charges, But excluding VAT.