Tender For Zone-3 Tajganj Zone Room No.-77 Patch Repair Work By Hotmix On The Road Of Chamrauli Pushp Praful Nagar And Nikhil Garden. - Providing, Laying, Spreading And Compacting Stone Aggregates Of Specific Sizes To Water Bound Macadam (22.40-53Mm) Spec, agra-Uttar Pradesh

Tender For Zone-3 Tajganj Zone Room No.-77 Patch Repair Work By Hotmix On The Road Of Chamrauli Pushp Praful Nagar And Nikhil Garden. - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (22.40-53mm) specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber. applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. 2 Providing and applying Primer coat with SSI grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (As per Attached Analysis) 3 Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 505 complete in all respects including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Enginee-in-Charges. (20-Chapter Analysis rate) 4 Providing and laying bituminous concrete (Grading-11) with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 as per approved job mix formula which ever is higher of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification Sth revision clause No. 509 complete in all respects including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Enginee-in-Charges. (20-Chapter Analysis rate) 5 Banking excavated earth by mechanical /manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with % tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for All kinds of soil. (Chapter No.2 Code-2.3 Page No. 91) 6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level 1:5:10 (1 cement: 5 Coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources etc all complete. (Chapter No.4 DSR Code-4.1.10 Page-103) 7 Providing and Fixing PVC pipe conforming to 86.00 ISI make working pressure 6 kg/Cm including testing labour T&P etc. all complete. 140mm diameter. (Chapter No.23 Sl.No. 30(iv)) 8 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1) cement: 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement: 1.5 coarse sand 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (Chapter No.18 DSR Code-18.34.1 Pg-286) 9 Supply & fixing R.C.C Menhole cover heavy duty size etc. All complete. (Non Scheduled) 10 Sub Total (A) 11 Add/Deduction Rs. For Estimate Figure Amount Match 12 Grand Total

INR 500 /-

INR 77333.0 /-

INR 7.73 Lakhs /-

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