Public Works Department-PWD has published Bridge Repair Work In Div Khanpur Package No. 01. Submission Date for this Tender is 23-06-2023. Bridge Work Tenders in jhalawar Rajasthan. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Dismantaling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lift and lead of 1000 metres. [MoRTH Specification: Clause 202]. BY MECHANICAL MEANS Prestressed/reinforced cement concrete grade M-20 & above. |
| 2 | HARIGARH TO KHERA (CD WORK) |
| 3 | Total |
| 4 | Providing and Laying Rolled cement concrete of M-10 mix base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm with minimum, aggregate cement content of 200 kg/cum, aggregate gradation to be as per Table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength, finishing and curing as per MoRTH Specification : Clause No. 603, 112. |
| 5 | HARIGARH TO KHERA (CD WORK) |
| 6 | Total |
| 7 | 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 slip 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, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade |
| 8 | HARIGARH TO KHERA (CD WORK) |
| 9 | laidZ lM+d jkepUnziqjk |
| 10 | Total |
| 11 | Providing and constructing Temporary island 16m diameter for construction of well foundation for 8m dia well. [MoRTH Specification : Section 1200] Assuming depth of water 4.0m and height of island to be 4.5m |
| 12 | A/R to Mashalpura |
| 13 | Total |
| 14 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. In Hard Rock [MoRTH Specification : Clause 301, 302, 303].Blasting Prohibited |
| 15 | A/R to Mashalpura |
| 16 | Total |
| 17 | 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 |
| 18 | A/R to Mashalpura |
| 19 | Total |
| 20 | 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]. |
| 21 | A/R to Mashalpura |
| 22 | laidZ lM+d jkepUnziqjk |
| 23 | Total |
| 24 | Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement |
| 25 | A/R to Mashalpura |
| 26 | laidZ lM+d jkepUnziqjk |
| 27 | Total |
| 28 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for |
| 29 | A/R to Mashalpura |
| 30 | Total |
| 31 | Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC M-20 grade, including form work For 5m to 10m height. |
| 32 | A/R to Mashalpura |
| 33 | Total |
| 34 | Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC M-25 grade, including form work Upto 5 mtr. Height |
| 35 | A/R to Mashalpura |
| 36 | Total |
| 37 | Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] HYSD reinforcement |
| 38 | A/R to Mashalpura |
| 39 | Total |
| 40 | Providing cement pointing 1:2, Flush & Ruled on stone, brickwork, floor at all levels. (MoRTH Specification : clause 1000/1300). |
| 41 | A/R to Mashalpura |
| 42 | Total |
| 43 | Structural RCC/PSC upto a height of 5 mtr. for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. As per drawing and technical specification. Design mix concrete. [MoRTH Specification : 1500& 1700]. RCC M-30 grade Solid slab superstructure |
| 44 | A/R to Mashalpura |
| 45 | Total |
| 46 | Providing and laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical Specification. [MoRTH Specification : Section 1600] |
| 47 | A/R to Mashalpura |
| 48 | Total |
| 49 | Supply of flood gauge (water gauge) as per IRC 67 standard 200cm long fixed on angle iron posts 50×50×6mm 2.6m long |
| 50 | A/R to Mashalpura |
| 51 | Total |
| 52 | Fixing of flood gauge (water gauge) in cement concrete M-15 mix size 30×30×60cm complete including transporting excavation etc. complete. |
| 53 | A/R to Mashalpura |
| 54 | Total |
| 55 | Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300mm width, laying fresh Material in layers not exceeding 250mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes. (MoRTH specification : Clause 3002) |
| 56 | A/R to Mashalpura |
| 57 | laidZ lM+d jkepUnziqjk |
| 58 | Total |
| 59 | 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 |
| 60 | laidZ lM+d jkepUnziqjk |
| 61 | Total |
| 62 | Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]. (a) Cement concrete 1:3:6 mix with crushed stone aggregate 20 mm nominal size. |
| 63 | laidZ lM+d jkepUnziqjk |
| 64 | Total |
| 65 | Providing and Fixing reinfored cement concrete Gurard Post 200 mm dia with PCC M -20 properly fixed and duly painted all as per drawing and technical specification |
| 66 | laidZ lM+d jkepUnziqjk |
| 67 | Total |
| 68 | Providing, laying and spreading of granular sub-base by providing coarse graded Material, 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 as per MoRTH Specification : clause No. 401. Grading-III |
| 69 | laidZ lM+d jkepUnziqjk |
| 70 | Total |
| 71 | Scarifying, including picking up scarified Material and stacking of old serviceable Material within a lead of 1000 meter [MoRTH Specification: Clause 202 & 305.4.3]. Stone metal crust – 50 mm to 100mm thick by power driven scarifier alongwith 20mm premix carpet/surface dressing with all lift and lead upto 1000m for reusable Materials. |
| 72 | laidZ lM+d jkepUnziqjk |
| 73 | Total |
| 74 | Providing and Laying cement concrete 1:4:8 in sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trail 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 as per MoRTH specification : Clause No. 601, 112. |
| 75 | laidZ lM+d jkepUnziqjk |
| 76 | Total |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
