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| 1 | Earthwork in bulk excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.50 mtr. as directed by Engineer-in-charge. |
| 2 | All Kind of soil. = 80% |
| 3 | Ordinary rock. = 20% |
| 4 | 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. |
| 5 | Earthwork in excavation by mechanical means (Hydraulic excavator) in trenches for foundation, drains, pipes etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on Plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out the excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 mtr. a) All Kind of soil. |
| 6 | Providing and laying cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: a) 1:5:10 (1 cement:5 coarse sand:10 graded stone aggregate 40mm nominal size). |
| 7 | Providing and laying cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: a) 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) . |
| 8 | 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 etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. a) 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) . |
| 9 | 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:a) 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 10 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth levela) 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 11 | Dry Random Rubble masonry with hard stone in foundation and plinth without bond stones. |
| 12 | Centering and shuttering including strutting, propping etc.and removal of form work for : |
| 13 | Foundation, footings, bases of columns etc. for mass concrete. |
| 14 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 15 | Suspended floors, roofs, landings, balconies and access platforms. |
| 16 | Edges of slabs and breaks in floors and walls above 20cm wide. |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete above plinth level: a) Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 18 | Providing and laying damp proof course 50mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) and curing complete. |
| 19 | Dumping stones in horizontal i.e. on level including cost of stones. |
| 20 | Hand packing stones in wire crates of B.A. wire 4mm & mesh of size 10cm x 10 cm including cost of stones & wire crates. The wire crates length should not exceed 6.00 mtr. |
| 21 | Providing and laying 900mm dia RCC Hume Pipe non pressure of specified class RCC 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. |
| 22 | Preparation of subgrade by excavating earth to an av. of 22.5 cm depth dressing to camber and consolidation with road roller 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 mtrs. |
| 23 | Supplying, sorting and spreading of (River Bed Material) R.B.M. as per instructions of the Engineer-in-charge including all leads and lifts carriage of material by M.T. (complete job). (LMR) |
| 24 | Supplying,Laying, spreading and compacting stone aggregate of specified sizes 63mm to 45mm / 53mm to 22.4mm 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 13.2mm / 11.2mm / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density: a) WBM Grade-II (150 mm thick in two layers 75mm thick each layer) complete job, excluding carriage. |
| 25 | a) WBM Grade-II (150 mm thick in two layers 75mm thick each layer) complete job, excluding carriage. |
| 26 | WBM Grade-III (75mm thick ) complete job, excluding carriage. |
| 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 quipipped with electronic sensor to the reqired grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specification to achieve the desired compaction and density, complete as per specifications and directions of Engineering-in-Charge. a) 50 to 100mm 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 (including cost of Tack coat). |
| 28 | Provding and laying Semi dense Bituminous concrete using crused stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher quipipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled vibratory and tandem rollers, to achieve the desired compaction and denisity as per specifications, complete as per directions of Engineer-in-charge. a) 25mm campacted thickness with bituminen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) prepared in Drum type Hot Mix Plant of 60-90 TPH capacity (including cost of Tack coat). |
| 29 | Providing and fixing informatory sign board including writing painting etc. complete job as per direction of Engineer-n-charge. (LMR) |
| 30 | Providing and fixing of Km. stone / RD stone (complete job) (LMR) |
| 31 | RD Stone (LMR) |
| 32 | Km. Stone (LMR) |
| 33 | Carriage of the following materials by Mechanical Transport from source to site of work incl. loading, unloading and stacking complete :- |
| 34 | Sand from Billawar for an average lead of 106.00 Km. |
| 35 | Stone aggregate (Crusher bajree) below 40mm nominal size from Billawar for an average lead of 106.00 Km. |
| 36 | Stone aggregate 40mm nominal size & above from from Billawar for an average lead of 106.00 Km. |
| 37 | Stones / boulders from local nallah for an average lead of 10.00 Km. |
| 38 | Stone screening from Billawar for an average lead of 106.00 Km. |
| 39 | Stone / Crusher dust from Billawar for an average lead of 106.00 Km. |
| 40 | Maintenance Part:- (Note Note:- Bidder has to quote rate for construction part only whereas maintenance part amount is fixed.) |
| 41 | AMC for 1st year @ 0.80% of Rs.38947510.34 |
| 42 | AMC for 2nd year @ 1.40% -do- |
| 43 | AMC for 3rd year @ 2.00% -do- |
| 44 | AMC for 4th year @ 2.60% -do- |
| 45 | AMC for 5th year @ 3.20% -do- Please Enable Macros to View BoQ information |
