Tender For Construction Of Truck Lay Bay At I.A. Chinhut Distt. Lucknow. - Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in- charge. 2 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. 3 Construction of granular sub-base by providing coarse graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 4 Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineerin- charge.. (DLC) 5 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately (PQC) AS PER DSR 16.43.2 6 Retro Reflectorised Signs (Stainless steel Frame and Post with one side sings) 25 MORTH-801 (8.6). Base Supply & thang of reflective sign board (Single side) of size 1.50x1.20 m retro retective sheeting of HIP grace type-N, the board shat be fried on 50mm SS 304 grade pipe and reflective sheet on 4 mm thick, ACM sheet of standard make as per MORTH specification. The Board shall be fixed using 2 man post SexSued on coment concrete foundation. The stainless steel joint welding of SS pipe work shall be band and grinder property notasing buting to an to give uniform shining at wedad joints. The Retro redactive wheeling shalt be tested for a catticate of having the sheeting tested for coefficient of retro affection daytime colour and Ambasce, shvintage, feubilly, iner removal, adhesion, impact Pesistance, speczkr gloss and Angus resistance, 3 years outdoor weathering and is having passed Whose tests that be obtained from Intamakyal Government Laboratory Institute by the manufacturer of the sheeling and in case the certificate is obtained ton intemational condition, & should also be obtained prom indan condition with 3 years of bunching of product by the manufachire in abroad Alternatively a certificate cooking to ASTM Specification (D 4956-09) on anisal accelerated weathering requirements from a reputed laboratory in Issa can be accepted provisionalty in such a situation, the Employer/Client if so desires, could seek for a performance guarantee which would be released after recept of certificate meeting the requireret of tixee years culoxxy weathering of the sheeting as per IRC 67 2012 Legends sumerals and borders etc should be as per MoRTH specification No 30. 37 Proof of the same in love of goverment report saat be uploaded whale quoting tender No 7 MORTH 8 (8.35) gestive Solar Power road marker (Solar Studs). The solar studs shall be made of Aluminium alloy and poly carbonate material which shall be absolutely weather resistant and strong enough to support a load of 13,635 kg lested in accordance with ASTM D4280. Its colour may be while, red, yellow, green or blue or combination as directed by the Engineer. Its water resistance shat meet the requirements of IP 65 in accordance with IS:12063:1987 category 2 for protection against water ingress. The dimensions of solar studs shall not be less than 100 mm X 100 mm X 10 min, It shall have super bright LEDs so as to provide long visibility from a distance of more than 800 m. its flashing rate shall not be less than 1 Hz. Its should be able to give the prescribed performance in the temperature range of -40°C to +55°C. Its life shall be not less than 3 Years. The rate shall include all mälerials, labour, equipments, labrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-In-Charge. 8 Providing and laying of hot applied thermoplastic compound 2.5 mm. thick as per approved colour, layout and design including reflectorising glass beads @ 250 gms per sqm. area, thickness of 2.5 mm is exclusive of surface applied glass beads as per MORT & H specification No. 803. The finished surface to be level, uniform and free from streaks and holes rates to be inclusive of all taxes, royalty, VAT etc. all T & P/ machine material and labour required for proper completion of work. Rate as per SOR Chapter No. 26/Morth-803(8.13)/Lucknow/2021 9 Cast in situ cement concrete M 20 Kerb , construction of cement concrete kerb with top and bottom width 115 and 265 , 250 mm high in m 20 grade pcc m 10 grade foundation 150 mm thick foundation having 50 mm projection beyond kerb stone . Kerb stone laid with kerb laying machine , ffoundation concrete laid manually 10 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 11 Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in:6.1.2 Cement mortar 1:6 (1 cement: 6 coarse sand) 12 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 13 Finishing walls with premiumAcrylic Smooth exterior paint with silicone additivesof required shade : New work (Two or more coat applied @ 1.43 Itr/10 sqm over and including priming coat of exterior primer applied @ 2.2 kg/10 sqm) apex ultima , weather coat all guard asian berger 14 Submersible Pump fitting including fixing labour T & P etc. required for proper completion of the work. 15 PVC water storage tank Syntax or equivalent 16 G. I. Pipe Class B 25 mm dia 17 Full way Gate Valve 25 mm dia 18 G. I. Tee 25 mm Dia 19 G. I. Elbow 25 mm Dia 20 G. I. Socket 25 mm Dia 21 B.G. I. Union 25 mm Dia 22 PVC ball float valve with brass & union complete 15 mm 23 M. S. or iron work of small size and sections such as Grills & Stair case railingetc. brought to required from including supply of steel bolts, nuts wastage, etc. and their fixing required for proper completion of the work Excluding GST
