Public Works Department-PWD has published Tender For Stage Contract For Restoration Of The Roads Of Sub Division Chenani During The Year 2024-25 Group 1St. Submission Date for this Tender is 09-05-2024. Road Work Tenders in chenani Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Slip clearance |
| 2 | In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m |
| 3 | In soils; mixed with Decomposed Rocks; by blasting or any other means |
| 4 | In hard rocks; by blasting |
| 5 | 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 |
| 6 | All kind of soil |
| 7 | Ordinary rock |
| 8 | Hard Rock (Blasting prohibited ) |
| 9 | 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 bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth 1 meter from cutting edge as directed All kind of soil |
| 10 | Dry random rubble masonry with hard stone in foundation and plinth With bond stone (Nallah) |
| 11 | Dumping stone including cost of stones. in Horizontal on level |
| 12 | 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 Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 13 | 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) |
| 14 | 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) with 20% plums |
| 15 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20% plums |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 17 | Foundations, footings, bases of columns etc. for mass concrete |
| 18 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 19 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 20 | Hand packed stone filling in wire crates incl. cost of stone & wire crates size 6.00 m X1.20X1.20 (Recovery rate of wire crates @ the prevailing stock rates +taxes if supplied by the department) |
| 21 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared |
| 22 | 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. Non-pressure NP-3 class (Medium duty) R.C.C. pipes 450 mm dia. R.C.C. pipe |
| 23 | 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. Non-pressure NP-3 class (Medium duty) R.C.C. pipes 600 mm dia. R.C.C. pipe |
| 24 | Providing & Filling of RBM (River Bed Material) on road surface, including watering and compacting with power road roller under optimum moisture conditions to give at least dry density incl all carriage lead, lift, loading/ unloading/handling/ rehandling Complete |
| 25 | 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 power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 26 | Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm |
| 27 | Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm |
| 28 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density |
| 29 | 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 / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge |
| 30 | Supplying and stacking at site Stone screening of size 13.2 mm nominal size (Type A) |
| 31 | Supplying and stacking at site Stone screening of size 11.2 mm nominal size (Type B) |
| 32 | Supplying and stacking at site stone dust |
| 33 | 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 OMCin mechanical mix plant, carriage of mixed material by tipper at site, for all lead and lift , laying in uniform layers with mechanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and direction of Engineer-in-charge. |
| 34 | Providing & laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of engineer- in- charge 50 mm average compacted thickness with bitumen of grade VG-30 @3.5% (percentage by weight of total mix) prepared in Drum type Hot mix plant of 60-90 TPH capacity. |
| 35 | Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.50 Kg/sqm. |
| 36 | 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight 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 grade VG-30 with no solvent |
| 37 | 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 VG-10 bitumen per cum of fine sand aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete |
| 38 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil |
| 39 | Carriage of material by M.T inclloading/unloading& stacking complete |
| 40 | Sand av lead 70 km |
| 41 | Stone agg below 40 mm av lead 30 km |
| 42 | Stone above 40 mm av lead 30 km |
| 43 | Stone av lead 5 km |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
