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| 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 & 10% 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 required leads/lifts and carriage. (Complete job) |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, 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. |
| 3 | 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 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level 1:5:10 (1 cement: 5 coarse sand :10 graded stone aggregate 40mm nominal size) |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) @20% plum |
| 6 | Dry random rubble stone masonary using nallah stone without bond stone |
| 7 | Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete |
| 8 | Centring and shuttermg including strutting, propping etc. and removal of form work:- |
| 9 | Foundations, footings, bases of columns etc. for mass concrete. |
| 10 | Retatning walls. return walls. walls (any thickness) including attached pilasters.buttresses. plinth and strmg courses fillets etc |
| 11 | Stone filling hand packed in horizontal incl. cost of stones |
| 12 | 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 |
| 13 | 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 |
| 14 | Supplying and stacking of graded stone aggregate at site of size range 63mm to 45mm .(excluding carriages) |
| 15 | Supplying and stacking of graded stone aggregate at site of size range 53mm to 22.40mm (excluding carriages) |
| 16 | Supplying and stacking of stone screenings/ chippings at site excluding carriage 13.20 mm nominal size |
| 17 | Supplying and stacking of stone screenings/ chippings at site excluding carriage 11.20 mm nominal size |
| 18 | Supplying and stacking of good earth at site, excluding carriage . |
| 19 | Laying water bound macadam with specified stone aggregate stone screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete.Base course with 63mm to 45mm size including stone screening 13.20mm size. |
| 20 | Laying water bound macadam with specified stone aggregate stone screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete.Base course with 53mm to 22.40 mm size including stone screening 11.20mm size. |
| 21 | 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 |
| 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). With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt |
| 24 | 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. |
| 25 | Providing and fixing of retro- reflectorised caoutionary, mandatory and informatory sign as per IRC - 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 m thick supported on a mild steel angle iron post 75mm X 75mm X 6mm firmly fixed to the ground by means of propwerly design foundation with M-15grade cement concrete (450 X 450 X600 )mm 600 mm below ground level as per drawing & technical specification clause 801. |
| 26 | RCC M-15 grade kilometer stone / Local stone of standard design as per IRC -25 fixed in position including finishing & lettering but excluding painting as per drawing & technical Specification clause 1704. |
| 27 | ORDINARY KILOMETER STONE |
| 28 | 200 M Stone (Precast) |
| 29 | Providing and fixing of typical PWD board as per specification & drawing two M.S. plates of 1.6 mm thick top & middle plate duly welded with ms flatration 25 X 5 mm size on back on edges. The angle iron frame of the lower most plate & flat iron frame of moiddle plate welded to 2 Nos. 75 X 75 mm of 12SWG sheet tubes piost duly embeded in cement concrete M-15 grade blocks of 450 X 450 X 600mm , 600mm below ground level the top most diamond plate will be welded to middle plate by 47 X 47 .. of 12 SWG sheet plate tube. All M.S will be stove enameled on bnoth dsides . Lettering & painting , arrows , border. etc. will be painted with ready mixed synthetic enamel paints of superior quantity in required shade & colour. All Section s of frmed posts & steel tubes will be painted with primer & two coats of epoxy paints as per drawings clause 17010 & annexure 1700.1 |
| 30 | Providing and fixing PVC rain water pipes for weep holes in the walls including all lead lift & carriage |
| 31 | 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. |
| 32 | Carriage of material from source to site of work by mechanical transport including loading /unloading and stacking complete. |
| 33 | Sand for an average distance of 150 kms by M.T |
| 34 | Stone aggregate below 40 mm nominal size for an average distance 50 kms by M.T |
| 35 | Stone for an average distance of 5 km mtr by MT |
| 36 | Stone aggregate 63mm to 45mm size for an average distance of 50 kms by M.T |
| 37 | Stone aggregate 53mm to 22.40mm size for an average distance of 50 kms by M.T |
| 38 | Stone Screening for an average distance of 50Km by M.T |
| 39 | Good earth for an average distance of 1 km by M.T Please Enable Macros to View BoQ information |
