Tender for Rj-19-03/Nagar Palika Pirawa/2024-25 - Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock pilling at designated locations and disposal of dismantled Materials upto a lead of 1000 mtrs. stacking serviceable and unserviceable Materials separately.(MoRTH specification : Clause 202) 2 gfjth nsoM+k ds edku ls lqYrkuiqjk dh efLtn ds dksus rd 3 rykbZ pkSd ls iksLV vkWfQl dh xyh rd vkQkd HkkbZ okyh xyh 4 ckhj HkkbZ dEikm.Mj ds edku ls tkek efLtn ls vkxs oDQ cksMZ dh nqeku rdA 5 dqy 6 Carriage of sand bajri, ballast, stone, boulders, kankar and gravelly, EarthMaterial including loading and unloading stacking etc. complete. [MoRTH specification : 514.5 Table 500.28] For a lead upto 5 km 7 gfjth nsoM+k ds edku ls lqYrkuiqjk dh efLtn ds dksus rd 8 rykbZ pkSd ls iksLV vkWfQl dh xyh rd vkQkd HkkbZ okyh xyh 9 ckhj HkkbZ dEikm.Mj ds edku ls tkek efLtn ls vkxs oDQ cksMZ dh nqeku rdA 10 dqy 11 Providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the Material at OMC in mechanical mixer (Pug mill), carriage of mixed Material, laying in uniform layers with Motor Grader, F.E. Loader, on a prepared surface and compacting with Vibratory Compactor to achieve the desired density including all Material, labour, machinery, lighting barricading and maintenance of Driversion complete. (MoRTH specification clause 401). with all lead & lift 12 gfjth nsoM+k ds edku ls lqYrkuiqjk dh efLtn ds dksus rd 13 rykbZ pkSd ls iksLV vkWfQl dh xyh rd vkQkd HkkbZ okyh xyh 14 ckhj HkkbZ dEikm.Mj ds edku ls tkek efLtn ls vkxs oDQ cksMZ dh nqeku rdA 15 dqy 16 Dry lean cement concrete sub - base.Construction of dry lean cement concrete 1:3:6 sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size ofcoarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blening to be as per Table 600-1, cement content not to be less than 200 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, laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing. 17 gfjth nsoM+k ds edku ls lqYrkuiqjk dh efLtn ds dksus rd 18 rykbZ pkSd ls iksLV vkWfQl dh xyh rd vkQkd HkkbZ okyh xyh 19 ckhj HkkbZ dEikm.Mj ds edku ls tkek efLtn ls vkxs oDQ cksMZ dh nqeku rdA 20 dqy 21 Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or Fix form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip,, tie rod, admixtures and vacuum processing pump as approved, , finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade 22 gfjth nsoM+k ds edku ls lqYrkuiqjk dh efLtn ds dksus rd 23 rykbZ pkSd ls iksLV vkWfQl dh xyh rd vkQkd HkkbZ okyh xyh 24 ckhj HkkbZ dEikm.Mj ds edku ls tkek efLtn ls vkxs oDQ cksMZ dh nqeku rdA 25 dqy 26 Providing and Erecting typical Citizens Information Board as per approved drawing & specification of MoRD, made of two MS Sheet of 1.6 mm thick each of size 900 mm × 750 mm stiffened by angle iron 25 mm ×25 mm × 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 SWG sheet (vertical post 3050 m with angle holdfasts and horizontal member 900 mm) to be joined by 5 mm thick MS plate at 12 places (65 × 50 mm) duly embedded in cement concrete M-15 grade of block of 600 mm × 600 mm × 750 mm size below ground level as per enclosed drawings & as directed by Engineering - In-Charge. All MS will be stove enameled on both side, Lettering, figuring and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc. complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD specification. 27 gfjth nsoM+k ds edku ls lqYrkuiqjk dh efLtn ds dksus rd 28 rykbZ pkSd ls iksLV vkWfQl dh xyh rd vkQkd HkkbZ okyh xyh 29 ckhj HkkbZ dEikm.Mj ds edku ls tkek efLtn ls vkxs oDQ cksMZ dh nqeku rdA 30 dqy 31 Providing and fixing 3-layer PP-R (Polypropylene random coplymer ) pipes SDR 7.4 UV stabilized and antimicrobial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded Polypropylene random fittings including trenching, refilling and testing of joint complete as per direction of Engineer - in charge. (EXTERNAL WORKS)PN-16Pipe, 16 mm OD 32 gfjth nsoM+k ds edku ls lqYrkuiqjk dh efLtn ds dksus rd 33 rykbZ pkSd ls iksLV vkWfQl dh xyh rd vkQkd HkkbZ okyh xyh 34 ckhj HkkbZ dEikm.Mj ds edku ls tkek efLtn ls vkxs oDQ cksMZ dh nqeku rdA 35 dqy 36 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 37 gfjth nsoM+k ds edku ls lqYrkuiqjk dh efLtn ds dksus rd 38 dqy 39 Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 300 mm dia 40 gfjth nsoM+k ds edku ls lqYrkuiqjk dh efLtn ds dksus rd 41 rykbZ pkSd ls iksLV vkWfQl dh xyh rd vkQkd HkkbZ okyh xyh 42 ckhj HkkbZ dEikm.Mj ds edku ls tkek efLtn ls vkxs oDQ cksMZ dh nqeku rdA 43 dqy 44 Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. In ordinary soil [MoRTH Specification : clause 301] BY MECHANICAL MEANS Depth upto 3m 45 gfjth nsoM+k ds edku ls lqYrkuiqjk dh efLtn ds dksus rd 46 rykbZ pkSd ls iksLV vkWfQl dh xyh rd vkQkd HkkbZ okyh xyh 47 ckhj HkkbZ dEikm.Mj ds edku ls tkek efLtn ls vkxs oDQ cksMZ dh nqeku rdA 48 dqy 49 Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500].With 20mm nominal size aggregate P.C.C.M-15 grade 50 gfjth nsoM+k ds edku ls lqYrkuiqjk dh efLtn ds dksus rd 51 rykbZ pkSd ls iksLV vkWfQl dh xyh rd vkQkd HkkbZ okyh xyh 52 ckhj HkkbZ dEikm.Mj ds edku ls tkek efLtn ls vkxs oDQ cksMZ dh nqeku rdA 53 dqy 54 Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate R.C.C.M-20 grade By using concrete mixer 55 gfjth nsoM+k ds edku ls lqYrkuiqjk dh efLtn ds dksus rd 56 rykbZ pkSd ls iksLV vkWfQl dh xyh rd vkQkd HkkbZ okyh xyh 57 ckhj HkkbZ dEikm.Mj ds edku ls tkek efLtn ls vkxs oDQ cksMZ dh nqeku rdA 58 dqy
