Public Works Department-PWD has published Tender For Construction Of Road From Chhatral To Banola Pathanatir Tehsil Mendhar Distt.Poonch By Way Of Balance Earthwork In Cutting P/Lhpc 900 Mm Dia R/Wall And Rbm In Km 1St And Km 2Nd.(Under Ut Sector Roads) 2023-24.. Submission Date for this Tender is 04-01-2024. 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 | 28-Dec-2023 | Extension of date | Date | 04-01-2024 |
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%.2 Ordinary Rock 30%.3 Hard Rock 20% : |
2 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, 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:.1 All kinds of soion etc. and disposal of surplus earth upto 50 meters. |
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 and curing complete with: 1.1 Cement mortar 1:6 (1 Cement : 6 coarse sand) |
6 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns. |
7 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing com |
8 | 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.1 Non-pressure NP-3 class (Medium duty) R.C.C. pipes 900 mm dia. R.C.C. pipe |
9 | Providing and laying River4 Bed Meterials including carriage upto the site of work. |
10 | Carriage of sand avg.lead to 46 km by mt |
11 | Carriage ofstone agg.below40 mm avg.lead to 8 km by mt |
12 | Carriage ofstone 2 km by mt |
13 | Carriage of600 & 450 mm dia. R.C.C. pipe avglead to 70 Km by MT |
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