Public Works Department-PWD has published Upgradatiom Of Road From Demjok Village To Hot Spring By Way Of Earth Work Gsb , Upgradatiom Of Road From Demjok Village To Hot Spring By Way Of Earth Work Gsb , Wmm And Bm . ( Under D . Plan ) . Submission Date for this Tender is 05-07-2021. Road Work Tenders in Demjok Nyoma Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Name of Work: Upgradatiom of road from Demjok Village to Hot Spring by way of earth work GSB, WMM and BM. (UNDER D.Plan) | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 em in depth, breaking clods, watering, rolling each layer with half tonne roller or wooden Lor steel rammers, and rolling every third and top -mostlayer with power roller of minimun 8 tonnes and dressingup in embankments for roads, flood banks, marginal banks and guide banks or tilling up ground depressions lead upto 50 mtr and lift upto 1. 5 mtr. in : All kinds of soil: | 1335 | Cum | |
| 2 | 2 | Earth work in excavation by mechanical means\n(Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan)including disposal of excavated earth, lead upto 50mand lift upto 1.50 m, disposed earth to be levelled andneatly dressed: All kinds of soil. | 1389.27 | Cum | |
| 3 | 3 | Ordinary rock. | 347.31 | Cum | |
| 4 | 4 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory powerroller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-l (size range 75 mm to 0.075 mm) having CBR Value-30 | 1290 | Cum | |
| 5 | 5 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant,carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base I base course on well prepared surface and compacting with vibratory roller of 8 to 10\ntonne capacity to achieve the desired density, completeas per specifications and directions of Engineer-inCharge.\n | 740 | Cum | |
| 6 | 6 | Providing and applying tack coat using bitumen emulsion (Rapid Setting) complying with IS 8887-1995. spraying the bitumen emulsion with mechanically operated spray unit, cleaning and prepariRg the existing road surface as per specifications. On W.B.M. @ 0.4 Kg/sqm. \n | 7400 | Sqm | |
| 7 | 7 | Providing and laying premix bituminous macadam base-course with stone aggregate of quality, size and grading as specified in CPWD specifications and straight run bitumen of grade 80/100 @ 4% by weight of total mix including hot mixing of stone aggregate and bitumen inhot mix plant, transporting mixed "material and laying mixed material with paver finisher to the required level and grade, rolling with road roller of 8 to 10 tonne capacity to achieve the required compaction and density. 50 mm compacted thickness (Quarry). | 370 | Cum | |
| 8 | 8 | 2.5 cm premix carpet surfacing with 2.25cu.m. and 1.12 cum of stone chippings of 13.2 mm and 11.2 size respectively per 100 sq.m. and 52kg. and 56 kg. of hot bitumen per cu.m. of stone chippings of 13.2 mm and11.2 mm size respectively including a tack coat with hot\nstraight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt 80/100 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. | 7400 | Sqm | |
| 9 | 9 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade 80/100 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. | 7400 | Sqm | |
| 10 | 10 | Dry stone pitching (any thickness) excluding cost of stones. On Horizontal | 26.25 | Cum | |
| 11 | 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:3:6 (1 cement: 3 coarse sand: 6 graded\nstone aggregate 20mm nominal size) Nallah. | 48.5 | Cum | |
| 12 | 12 | Centring and shuttermg including strutting, propping etc. and removal of form for walls (any thickness) including attached pilasters, buttresses, plinth and string course etc. | 525 | Sqm | |
| 13 | 13 | Carriage of material by MT. Cement an avg. lead 315 Kms. | 10.67 | MT | |
| 14 | 14 | Sand an average lead of 03Kms. | 21.82 | Cum | |
| 15 | 15 | Stone aggregate an avg. lead of 05 kms. | 43.16 | Cum | |
| 16 | 16 | Earth an avg. lead of 01 kms. | 1335 | Cum |
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