|
| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. A) All kinds of soil = 90% |
| 2 | Ordinary Rock=5% |
| 3 | Hard Rock (Blasting prohibited)=5% |
| 4 | 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: A) All kinds of soil :90% |
| 5 | Ordinary Rock= 5% |
| 6 | Hard Rock (Blasting prohibited)=5% |
| 7 | Providing and laying in position cement concrete of specified grade excludingthe cost of centring and shuttering - All work upto plinth level A) 1:5:10 (1 cement:5 fine sand : 10 graded nallah stone aggregate 40mm nominal size) |
| 8 | 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:A)1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20% boulder. |
| 9 | 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 cuing but excluding the cost of centring, suttering and fnishing with 1:3:6 ( 1 cement:3coarse sand :6 graded stone aggregate 20mm nominal size) with 20% Boulders. |
| 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 level. A)1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level A) Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 12 | Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete. |
| 13 | Dumping stones in horizontal i.e. on level including cost of stones. |
| 14 | 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 1.5m |
| 15 | Dry random rubble masonry with hard stone in foundation and plinth:A)Without bond stone. |
| 16 | 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 A)600 mm dia. R.C.C. pipe |
| 17 | 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. Non-pressure NP-3 class (Medium duty) R.C.C. pipes A)900 mm dia. R.C.C. pipe |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for: A) Foundation, footings, bases of columns etc. for mass concrete. |
| 19 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 20 | Suspended floors, roofs, landings, balconies and access platforms. |
| 21 | Edges of slabs and breaks in floors and walls.A)Above 20 cm wide |
| 22 | 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. |
| 23 | Supplying and stacking at site Graded curshed stone agregate of size 63mm to 45mm |
| 24 | Supplying and stacking at site Stone Screening of size 13.2 mm nominal size (Type A) |
| 25 | Supplying and stacking at site Stone/ crusher Dust. |
| 26 | 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 cpacity in stages to proper grade and camber, applying and brooming requiste type of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 27 | Providing ,laying,spreading and compacting graded stone aggregate (range 53mm to 0.075mm) to Wet Mix Macadam (WMM) specifications including premixing the material with water at OMC in Mechanical Mix plant, carriage of mixed material by Tipper to site, for all leads and 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 direction of Engineer-in-charge. |
| 28 | Providing and applying tack coat using hot straight run bitumen of grade – VG-30, 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. A) On WBM surface @ 0.75 Kg/sqm. |
| 29 | Providing and applying tack coat using hot straight run bitumen of grade – VG-30, 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.A)On bitumen surface @ 0.50 Kg/sqm. |
| 30 | Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandemrollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.A)25 mm compacted thickness with bitumen 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. |
| 31 | 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. |
| 32 | Providing and laying 110 mm dia pipes for weepholes including leads and lifts complete.(LMR) |
| 33 | Hand-packing stones in wire-crates including cost of crates and stones |
| 34 | Provding and fixing informatory Sign Board. (complete job). (LMR). |
| 35 | 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). |
| 36 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.A) Beyond 30 cm girth upto and including 60 cm girth. |
| 37 | Providing and fixing kilometre stone (LMR) |
| 38 | Providing and fixing RD stone (LMR) |
| 39 | Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete. A) Sand for an average lead of 5.0 Km. |
| 40 | Stone aggregate below 40mm nominal size for an average lead of 5.0 Km. |
| 41 | Stone aggregate 40mm nominal size & above for an average lead of 5.0 Km. |
| 42 | Stones / boulders for an average lead of 5.0 Km. |
| 43 | Disposal of excavated earth, average lead of 1.0 Km. |
| 44 | Maintenance Part:- (Note Note:- Bidder has to quote rate for construction part only whereas maintenance part amount is fixed.) |
| 45 | AMC for 1st year @ 0.80% of Rs.14581457.77 |
| 46 | AMC for 2nd year @ 1.40% -do- |
| 47 | AMC for 3rd year @ 2.00% -do- |
| 48 | AMC for 4th year @ 2.60% -do- |
| 49 | AMC for 5th year @ 3.20% -do- Please Enable Macros to View BoQ information |
