Public Works Department-PWD has published Balance Work For The Construction Link Road To Tasyala Bridge By Way Of Earth Work In Cutting/Filling Const Of 4 Nos,1.0 Mm & H.P.C 1 No 3 Mtr Span Rcc Culvert R/B Wall, Pacca Drain 25Mm Providing And Laying W.B.M Gr Ii In Two Layers (75Mm Thick Each) 75M. Submission Date for this Tender is 29-12-2023. 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 | 23-Dec-2023 | NIT No 95 of 2023 24 Dated 23 12 2023 | Technical Bid | 29-12-2023 |
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (hydraulic excavator) over areas. (exceeding 30 cm in depth) 1.5 m in width as well as 10 sqm on plan) in average fixed of classification as 80% All kind of soil, 10% Soft roack, & 10% Hard rock includingdisposal of surplus excavated earth as directed,by Engineer Incharge at site for safe disposal of same wothout damaging private / Public property and all required leads / lifts and carriage (Complete Job) |
| 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:All kinds of soil : |
| 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 1:3:6using 20% plun of nallah split stone(1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 5 | 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 with 5.3.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 6 | Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes 75 mm diametre |
| 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. 1000 mm dia. R.C.C. pipe (laying by manual/mechanical means) |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Cold twisted bars |
| 9 | Stone filling hand packed in horizontal on leverl including cost of stones |
| 10 | Hand pack stone in wire crates excluding cost of crates and stones. |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form work for |
| 12 | Foundations, footings, bases for columns |
| 13 | Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. |
| 14 | Columns, pillars, piers, abutments, posts and struts. |
| 15 | Suspended floors, roofs, landings, balconies and access platforms |
| 16 | Edges of slabs and breaks in floors and wallsAbove 20 cm wide |
| 17 | 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 |
| 18 | Supplying and stacking Graded crushed stone aggregate of size 63mm to 45 mmat site |
| 19 | Supplying and stacking Stone screening of size at site Graded crushed stone aggregate of size |
| 20 | Providing and laying Moorum crusher dust) |
| 21 | 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 |
| 22 | 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 W.B.M. @ 0.75 Kg/sqm. |
| 23 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm 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) |
| 24 | 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 |
| 25 | 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 50 to 100 mm average compacted thickness with bitumenof grade VG-10 @ 3.5% (percentage by weight of total mix) preparedin Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 26 | 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 aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. |
| 27 | Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 28 | Carriage of material from source to site of work by mechanical transport includig loading/ unloading and stacking complete |
| 29 | Sand for an average distanc eof 135 Km by MT |
| 30 | Stone aggregate below 40 mm for an average distnac of 30 Km by MT |
| 31 | Stone for an average distance of 5 Km By MT |
| 32 | Stone aggregate 63 to 45 mm size for an average distance of 30 Km by MT |
| 33 | Stone screeing for average distance of 30 Km byMT |
| 34 | Good earth for an average distnce of 1 Km by MT |
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