Public Works Department-PWD has published Construction Of Road From Work Shop Bridge To Ghambir Brahmana Stage Ii By Way Of Earth Work In Cutting Filling Construction Of 18 Nos 1 Mtr Dia Hp Culvert 02 No 6 Mtr Span Rcc Culvert And Construction Of R B Wall, Providing And Laying Wbm Gr Ii In T . Submission Date for this Tender is 24-01-2022. Road Work Tenders in rajouri Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 15-Jan-2022 | Extension of date | Date | 24-01-2022 |
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 mtr in width as well as 10 sqm on plan) in average fixed classification as, 80% All kind of soil, 10% Soft Rock & 0.5% Hard rock (Required blasting ) including disposal of surplus, excavated earth as directed by engineer- in-charge at site for safe disposal of same without damaging private/public property and all requiredleads/lifts and carriage.(Complete job) |
| 2 | Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc.(Not exceeding 1.5m in width) and for shafts, wells cesspits and the like notexceeding 10 sqm on plan, depth upto 1.5 mtrincluding disposal of excavated earth upto 1 mtr from cutting edge ,disposed earth is to be leveled and neatly dressed in (All kind of soil) |
| 3 | Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc lead upto 50 m and lift upto 1.5 m in All kinds of soil: |
| 4 | Providing and laying in position Cement concreteof specified grade excluding the cost of centering and shuttering – all work upto plinth level.1:5:10(1 cement : 5 coarse sand : 10 graded crushed stone aggregate 40 mm nominal size) |
| 5 | Filling available excavated earth (excluding rock) in trenchesplinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering –All work upto plinth level 1:3:6using 40% plumof nallah split stone ( 1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size ) crushed |
| 7 | 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) |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level . Cold twisted bars |
| 10 | Dry random rubble masonry with hard stone in foundation and plinth, Without bond stone . |
| 11 | Stone filling hand packed in horizontal on level including cost of stones. |
| 12 | Hand-packing stones in wire-crates including the cost of stones & excluding the cost of crates. |
| 13 | 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 )1000 mm dia. R.C.C. pipe (laying by manual/mechanical means)complete job |
| 14 | Centering and Shuttering including strutting, propping etc and removal of form work formass concrete |
| 15 | Foundations, footings, bases of columns |
| 16 | Retatning walls. return walls. walls (any thickness) includingattached pilasters.buttresses. plinth and strmg courses fillets etc |
| 17 | Suspended floors, roofs, landings, balconies and access platforms. |
| 18 | Edges of slabs and breaks in floors and walls .Above 20 cm wide |
| 19 | 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 |
| 20 | 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-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 21 | Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade |
| 22 | Supplying and stacking of graded stone aggregate at site of size range 63mm to 45mm .(excluding carriages) |
| 23 | Supplying and stacking of graded stone aggregate at site of size range. (excluding carriage) a) 53 mm to 22.4 mm (Nallah aggregate) |
| 24 | Supplying and stacking of stone screenings/ chippings at site excluding carriage. 13.20 mm and 11.20mm nominal size) |
| 25 | Supplying and stacking of good earth at site, excluding carriage . |
| 26 | Laying water bound macadam with specified stone aggregate stone screening, sorting, spreading to template andconsolidation with power road roller of 8 to 10 tonne capacity etc. complete.Base course with 63mm to 45mm size, 53 mm to 22.4 mm )incl stone screening 13.2mm size.and 11.20 |
| 27 | Providing and 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 equipped with electronic sensor 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. 16.63.1 50 to 100 mm average compacted thickness with bitumen of gradewith bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 28 | Providing andlaying semi dense bituminous concrete of 30 mm average compacted thickness with bitumen of 60/70 grade @ 5 %(percentage by weight of total mix)on prepared surface with specified graded crushed stone aggregates for wearing course including loading of aggregate with F.E loader and hot mixing of bitumen with filler and stone aggregates in hot mix plant, transporting the mixed material by tippers to paver and laying the mixed material with mechanical paver finisher fitted with electronic sensing device to the required level and grade and rolling with road rollers as per MORTH specifications and direction of Engineer-in-charge to achieve the desire density and compactionincluding the cost of brooming, primer/ tack coat, all leads/lifts, carriages, loading & unloading.(complete job) |
| 29 | Carriage of material from source to site of work by mechanical transport including loading /unloading and stacking complete. |
| 30 | Sand for an average distance of 120 kms by M.T |
| 31 | Stone aggregate below 40 mm nominal size for anaverage distance 20 kms by M.T |
| 32 | Stone for an an average distance of 350 Mtr by H.L |
| 33 | Stone aggregate 63mm to 45mm size for an average distance of 20kms by M.T |
| 34 | Stone aggregate 53mm to 22.4mm size for an average distance of 20kms by M.T |
| 35 | Stone Screening for an an average distance of 20 Km by M.T |
| 36 | Good earth for an average distance of 5 km by M.T |
| 37 | Part B Maintenance |
| 38 | 1st Year @ 0.95% of (A) |
| 39 | 2nd year @ 1.70% of(A) |
| 40 | 3rd year @ 1.95% of (A) |
| 41 | 4th year @ 2.40% of (A) |
| 42 | 5th year @ 3.0% of (A) |
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