Public Works Department-PWD has published Construction Of Road From Mohalla Kassana To Baniyna Dingla In Km 1St Rd 0-1000 By Way Of Earth Work In Cutting , Walling , X-Drainage , Protection Works 75 Mm Thick Wbm Gr-Ii . . Submission Date for this Tender is 03-02-2021. Road Work Tenders in Poonch Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of road from Mohalla Kassana to Baniyna Dingla in Km 1st RD 0-1000 by way of Earth Work in Cutting,Walling, X-Drainage,Protection Works & 75 mm thick WBM Gr-II. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas ( exceeding 30cm in depth, 1.5 m in width as well as 10 sqm on plan ) including disposal of excavated earth, lead up to 50m and lift upto 1.5 m, as directed by Engineer-in-Charge. Classification of soil : All kinds of Soil 50% ,Ordinary Rock = 30% \n& Hard rock =20% ( Requiring Blasting) | 5500 | 4500 | Cum |
| 2 | 2 | Earth work in excavation by manual means 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 bottom lift upto 1.5m,including getting out excavate earth and disposal of surplus excavated earth as dirested: All kinds of soil . | 400 | Cum | |
| 3 | 3 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering . All work up to plinth level with :\n1:5:10 ( 1 cement :5 coarse sand :10 graded stone aggregate 40 mm nominal size ). including all leads /lifts ,carriage, handling and re-handaling ( Complete job) | 45 | Cum | |
| 4 | 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering .All work up to plinth level with :\n1:3:6 with ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) using 20% stones. including all leads /lifts ,carriage, handling and re-handaling ( Complete job) \n | 75 | Cum | |
| 5 | 5 | Providing and laying cement concrete in retaining walls, return walls,walls (any thickness) including attached pilasters, columns , piers ,abutments,pillars, posts, struts, butteresses , string or lacing courses , parapets ,coping ,bed blocks, anchor blocks , plain window sills ,fillets etc upto floor five level , including curing but excluding the cost of centring, shuttering and finishing with.\n1:3:6 with ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) using 20% stones. including all leads /lifts ,carriage, handling and re-handaling ( Complete job) \n | 155 | Cum | |
| 6 | 6 | Dry random rubble masonary (Nallah) with hard stone in foundation and plinth.\nWithout bond stone. including all leads /lifts ,carriage, handling and re-handaling ( Complete job) | 150 | Cum | |
| 7 | 7 | Dumping stone including cost of stones. On Horizontal on level. including all leads /lifts ,carriage, handling and re-handaling ( Complete job) | 145 | Cum | |
| 8 | 8 | Centring and shuttering including strutting propping etc. and removal of form for :-\n | |||
| 9 | 8.01 | Foundations,footings, bases of columns etc for mass concrete | 400 | Sqm | |
| 10 | 8.02 | Walls (any thickness) including attached pilasters,buttreses,plinth and string courses etc. | 130 | Sqm | |
| 11 | 9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 480 | Cum | |
| 12 | 10 | Hand-packing stones in zinc coated gabions mechanically woven double twisted hexagonal in shape having wire mesh size of 100x120mm and wire dia 2.70 mm selvedge wire dia 3.4 mm & lacing wire dia 202 mm crates including supply of stones , cost of zinc coated gabions crates. including all leads /lifts ,carriage, handling and re-handaling ( Complete job) | 148 | Cum | |
| 13 | 11 | Providing and laying non-pressure NP2 class\n( light duty) 900 mm dia R.C.C H.P with collars \njointed with stiff mixture of cement mortar in the \nproportion of 1:2 ( 1 cement :2 fine sand ) \nincluding testing of joints ,Cost of \npipes etc complete job. | 21 | No | |
| 14 | 12 | Prepartion of subgrade by excavating earth to an average of 22.5 cm depth,dressing to camber and consolidation with road roller including making good the undulation etc. and disposal of surplus earth up to 50 metres 50% surface average of road . | 1650 | 3500 | Sqm |
| 15 | 13 | Providing and laying WBM-GR- II 150 mm thick with broken Nallah/Crusher stone aggregate of 63 to 45mm size including screening of 13.2 mm size and using good earth as binding material sorting, spreading to template and consolidation with Power Road Roller of 8-10 Tonne capacity including carriages, octroi, sale tax, service tax all leads/lifts , carriages of material upto , loading & unloading ( Complete job) | 265 | Cum |
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