Public Works Department Tender

Supply, fixing & eraction of built up Overhead Structure of 12M-15M span comprising of three vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm M S plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. pipe and 40 mm dia heavy M S pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 0.90x0.90 mm of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete in 1:4:8 (cement coarse sand and 40 mm gauge S.B) RCC with 1:2:4 (cement, coarse sand and 20 mm stone grit) including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2010 complete in all respect. The Rates shall include cost of design, fabrication, supply, transportations, Local shifting Erection of Signage structure using crane, inclusive of all taxes, royalty, VAT etc. all T&P machine, material and labour required for proper completion of work as per direction of Engineer-in-charge.

Retro-ReflectiveSheeting type IV with 4 mm thick ACM Double Side: Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm bath side 4 aluminium skin aluminium composite panel face to be fully covered with High Intensity prismatic sheeting type IV as per IRC-67.2012 retro reflective sheeting with back frame MS angle of 35x35x5 mm Legends, letters, numerals and borders etc should be as per MORTH specification No-801 3.7 The sheeting shall have a pressure - sensitive adhesive of the aggressive - tack type requiring no heat solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacturer. The ACM (Aluminium Composite Materials) shall be fixed on the Back frame MS Angle with niveting Micro prismatic type IV Retro reflective sheeting confirming to ASTM D4956-09 shall be Pressure fixed. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility iner removal, adhesian impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Sam Laboratory! Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4858-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer Client, it so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathening of the sheeting as per IRC 67 2012 & Proof of the same Report shall be uploaded which quoting tender. The rate shall Include all materials, labour, T&P transportation, installation and incidentals all complete as per direction of the Engineer-r-Charge

Reflective Raised Pavement Markers (road Studs/Cat Eye) Supply and fixing of reflective raised pavment marker with its body durface made of tough ASA (Acylic styrene Acrylonitrite) or HIPS (Hi- impect Polystyrene) or acrylonitrile butadies styrenc (ABS) The marker shall supported a lod of 13635 kg tested in accordance with ASTMD 4280 and its reflective panels shall consist of numbers of lenses containing single or dual prismatic cubes of providing total internal reflection of the lights entring the lens face. retro refletive surface shall perferably be 35t 5 degree to base and area of each retor reflecting surface shall not be less than 13.0 sqcm road studs shall be legibly marker with name trade mark or other means of identification of the manufacturer. mimensions of road studs should not be less than 100 mm x 100 mm x10mm. RPM (With shank)as per ASTM MoRTH 804 (8.35)Suggestive. (with Shank)

Solar power road marker (Solar Studs) The solar cateye shall be produced from an engineered polymer selected for superiror impact resistance and whether ability. the top of the marker should be transparent for solar charging and light output in active mode. THe base of the body shall be yellow or natural white as approved by engineer in charge the marker shall incorporate a solar panel (comprising of solar cells for converting solar energy into electricity, a storage device for storing the energy, LED for illumination and a design for providing 360 degree uniform smooth illumination through light tube. The marker shall also have high reflective plastic lenses for conspicuty in passive mode and dual shank on to pavement surface and shall be apllied with epoxy resin adhesives desing for use with raised pavement marker and as supplied by the marker manufecturer seperately. The solar cateye shall be of height 65+2mm and maximum diameter 136 + 4 mm. The solar studs/cateye should be tested for water ingress as per IP 65 standards and IP 68 standards and compressive strength of 13635 Kg tested in accordance with ASTM-D4280 and tested report shall be submitted at the time of within tender. If report shall be submitted to engineer in charge before finalization of the bill the rate shall include material labour equipments fabrication transportation erection installation and incidential all complete as per direction of Engineer in charge.