Public Works Department-PWD has published Construction Of Wedding And Strengthening Madhuban Belthra Road ( Mdr-94 ) Missed Part Ch . 46 . 900 To 48 . 000 ( Village Pahari ) ( 1 . 100 Km ). Submission Date for this Tender is 30-01-2020. Road Work Tenders in MAU Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: Renewal of e/kqcu&csYFkjk ekxZ ¼,e0Mh0vkj0&94½ ds NqVs gq, Hkkx pSust&46-900&48-000 ¼xzke&igkM+hiqj½ ds pkSM+hdj.k ,oa lqn`<+hdj.k dk dk;Z (As per Bill of Quantity) | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth Work in embankment with approved material obtained from site with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. As per MoRT&H specification No. 305 Sr. No. 3.16 in Km. 46.900 to 48.000. | 2644.8 | cum | |
| 2 | 2 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mecahnical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacitng with vibratory roller to achieve the desired density. As per SI No. 406 . Ch.-46.900 to 48.000. | 1212.75 | Cum | |
| 3 | 3 | Providing, laying, spreading and compacting graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC cement and 3.5% Emulstion in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density. (Ch.-46.900 to 48.000). | 924 | Cum | |
| 4 | 4 | Providing and applying Tack coat 1 with bitumen V.G.-10 grade using bitumen pressure distributor@ 1750sqmphr cap. at the rate of 0.35Kg. per Sqm. on the prepared bituminous /granular surface cleaned with mechanical broom @1250sqmphr and air compressure @ 250cfm capacity including all taxes, cost of all material , labour T&P etc. required for proper completion of the work. (Ch.-46.900 to 48.000). | 7700 | Sqm | |
| 5 | 5 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5 percent by weight of total mix and filler, transporting to hot mix to work site,laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment rolling with smooth wheeled, vibratory and tendem rollers to achieve the desire compaction as per MoRTH Specification Clause 507 complete in all respect. (Ch.-46.900 to 48.000). | 385 | cum | |
| 6 | 6 | Providing and applying tack coat (2) with Bitumen VG-10 using emulsion distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per MORTH Clause 503. (Ch.-46.900 to 48.000). | 7700 | Sqm | |
| 7 | 7 | Providing and laying bituminous concrete with 100 TPH capacity Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4 % of mix and filler, transporting the hot mix plant to work site,laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tendem rollers to achieve the desire compaction as per MoRTH Specification Clause 509 complete in all respect. (Ch.-46.900 to 48.000). | 231 | cum | |
| 8 | 8 | Earth work in construction of Subgrade and earthen shoulders with approved material obtained form right of way compacted to meet requirement as per table 300.2. (degree of compaction not less tha 97%)(E/w in Patri) (MORTH specification No. 305 Sr. No. 3.18 with 1 km cartage. | 893.62 | cum | |
| 9 | 9 | Earth work in construction of Subgrade and earthen shoulders with approved material obtained form right of way compacted to meet requirement as per table 300.2. (degree of compaction not less tha 97%)(E/w in Patri) (MORTH specification No. 305 Sr. No. 3.18 . | 840.07 | cum | |
| 10 | 10 | Construction of "U" type Drain using PCC M15 in foundation, RCC grade M20 (Using concrete mixture), Fe.-415 HYSD Bars as reainforcement the quality of reainforcement has taken as 0.8%. \n(i) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter, dressing of sides and bottem,backfilling excavation earth to the extent required and utilising the excavation the remaining earth locally for road work. | 352 | cum | |
| 11 | 11 | (ii) Plain cement concrete M15 in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 88 | Sqm | |
| 12 | 12 | (iii) RCC Grade M20 (using concrete mixer) | 223.08 | cum | |
| 13 | 13 | (iv) Supply fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications. | 3.57 | M.T. |
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