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| 1 | 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, cesspitsand 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: |
| 2 | All kinds of soil : |
| 3 | Ordinary Rock |
| 4 | 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) includingdisposal of excavated earth lead upto 50meters and lift upto 1.5 m,as directed by Engineer-in-Charge. |
| 5 | All kinds of soil |
| 6 | Ordinary Rock |
| 7 | Hard Rock (Requiring Blasting) |
| 8 | 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, cesspitsand 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 metr |
| 9 | All kinds of soil |
| 10 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) includingdisposal of excavated earth lead upto 50meters and lift upto 1.5 m,as directed by Engineer-in-Charge.All kinds of soil : |
| 11 | Ordinary Rock |
| 12 | Hard Rock (Requiring Blasting) |
| 13 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides andramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth asdirected: All kimd of soil lead 50m beyond cutting edge |
| 14 | Ordinary Rock |
| 15 | Hard Rock (Requiring Blasting) |
| 16 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating eachdeposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 17 | 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: 1 Cement mortar 1:6 (1 Cement : 6 coarse sand)(Labour Rate) |
| 18 | Dry random rubble masonry with hard stone in foundation and plinth:Without bond stone (Labour Rate) |
| 19 | 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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 20 | 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) |
| 21 | 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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more. |
| 23 | 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) |
| 24 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 25 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 gradedstone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc.complete.50 mm thick with 20mm nominal size stone aggregate. |
| 26 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. |
| 27 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 28 | Dumping stone including cost of stones.in Horizontal on level |
| 29 | Dumping stone excluding cost of stones.in Horizontal on level |
| 30 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 31 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 900 mm dia. R.C.C. pipe |
| 32 | 15mm cement plaster on the rough side of single or half brick wallfinished with a floating coat of neat cement of mix :1 1 : 3 ( 1 cement : 3 fine sand) |
| 33 | 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% plum |
| 34 | 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 to0.075 mm) having CBR Value-30 |
| 35 | Supplying and stacking at siteGraded crushed stone aggregate of size 63 mm to 45 mm |
| 36 | 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 |
| 37 | Supplying and stacking at site Stone screening of size 13.2 mmnominal size (Type A& B) |
| 38 | Supplying and stacking of Moorum |
| 39 | Supplying and stacking at siteGraded crushed stone aggregate of size 53 mm to 22.4 mm |
| 40 | 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 |
| 41 | Supplying and stacking at site Stone screening of size 11.2mmnominal size (Type A& B) |
| 42 | Supplying and stacking of Moorum |
| 43 | Providing and applying tack coat using ht striaght run bitumin of Grade VG-10 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaing and preparing the existing road surface as per specifications on WBM @0.75Kg/sqm |
| 44 | 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 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. |
| 45 | 2.5cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2mm and 11.2mm size respectively per 100sqm and 52kg and 56kg of hot bitumin per cum of stone chippings of 13.2mm and 11.2mm size respectively including a tack coat with hot straight run bitumin including consolidation with road roller of 6 to 9 tonne capacity etc complete (track coat to be paid for seperately) with paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per Kg of asphalt |
| 46 | 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 cumof fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. |
| 47 | Providing & Fixing Crash Barrier 3mm thick W beam sxn railing 4.50 mtr length & channel 1.5 mtr long 3 [email protected]/mtr as 150*75*5 mm & spacer 150*75*5 mm channel @16.4 kg/mtr & also include nut & bolt (all complete job ) |
| 48 | Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete. |
| 49 | Carriage of mulba/earth for an average distance of 2 km by Mt |
| 50 | Carriage of Sand for an average distance of 35 km by MT |
| 51 | stone aggregate below 40 mm nominal size for an average distance of 35 km |
| 52 | Soling stone for an average lead of 15 Km by MT |
| 53 | Stone aggregate 40mm nominal size & above size for an average lead of 35Km by MT |
| 54 | 5 year Maintenance Charges |
| 55 | 1st year (1.00%) |
| 56 | 2nd Year (1.50%) |
| 57 | 3rd Year (2.00%) |
| 58 | 4th Year (2.50%) |
| 59 | 5th Year (3.00%) |
