Public Works Department-PWD has published Tender For Construction Of Road From Main Road Gursai To House Of Moulana Khadam Hussain Shah Tehsil Mendhar District Poonch By Way Of Earthwork R/Wall Tehsil Mendhar District.Poonch.(Under Ut Sector Roads)2023-24.. Submission Date for this Tender is 30-12-2023. Road Work Tenders in mendhar Jammu And Kashmir. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 27-Dec-2023 | date extebnsion | Date | 30-12-2023 |
Sl. No. | Item Description |
1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil 50%: Ordinary Rock30% Hard Rock20% |
2 | Earth work in excavation by mechanical means hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: |
3 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size |
5 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level andcuring complete with:Cement mortar 1:6 (1 Cement : 6 coarse sand) |
6 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
7 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. Complete 900 mm dia. R.C.C. pipe |
8 | Centering and shuttering including strutting, propping etc. and removal of form work for:1 Foundations, footings, bases for column |
9 | Carriage of sand avg 12 Km by MT |
10 | Carriage of aggregate below 40 mm avg 12 Km by MT. |
11 | 900 mm & 600 mm dia. R.C.C. pipe avg 60 Km by MT |
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