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| 1 | 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:2.9.1 All kinds of soil : |
| 2 | Providing and laying in position cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) including curing but excluding the cost of centring and shuttering. All work upto plinth level. |
| 3 | Providing and laying in position cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including curing but excluding the cost of centring and shuttering. All work upto plinth level. |
| 4 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in- charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone size 300x300x150mm shall be approved by Engineer-in-charge). used |
| 5 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. |
| 6 | 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. |
| 7 | Engaging JCB engaged for site clearance/removing malba from road surface |
| 8 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil. |
| 9 | 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. 12.58.2 110 mm diametre |
| 10 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 10.26.1 M.S. tube |
| 11 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 12 | Finishing walls with textured exterior paint of required shade on New work (two or more coats applied @ 3.28 liter/10sqm) over and including base coat of exterior primer applied @ 2.20kg/10sqm |
| 13 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc complete 13.60.1 On steel work |
| 14 | Installation/fittings of 3-seaters stainless steel heavy duty chairs/benches for parking/path area of approved brand and premum quality included powder coated SS frames, perforated seats, and armrests with complete job |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 16 | Foundations, footings, bases for columns |
| 17 | 5.9.3 Suspended floors, roofs, landings, balconies and access platforms. |
| 18 | 5.9.16 Edges of slabs and breaks in floors and walls 5.16.1.1 Under 20 cm wide |
| 19 | 5.9.16 Edges of slabs and breaks in floors and walls 5.16.1.1 above 20 cm wide |
| 20 | Providing and Laying River Bed Material by way of spreading in uniform layer, watering, and compacting with power road roller 8-10 capacity including carriage of material with average lead of 15km. The measurement to be taken of compacted/finished work. |
| 21 | Dumping stone excluding cost of stones. 24.6.2 on Slopes (filling of Boulders /stone backside the Protection wall) |
| 22 | Supply of Stone |
| 23 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 24 | Add cost of provision for Installation/fixing of Padestal for inaugration of work Const. of 3.0 x 4.0 feet size of padestal of Brick work including engraving Granite plate having size 2.0 x 1.5 feet for Inauguration |
| 25 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 15.2.1 1:3:6 or richer mix (i/c equivalent design mix) |
| 26 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. |
| 27 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) 24.17.2 Wet |
| 28 | 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: 4.4.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 29 | 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 5.1.2 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 30 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level 5.22.3 Cold twisted bars |
| 31 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 32 | Carriage of material including loading/unloading and stacking at site for an avg. distance of 15 kms. |
| 33 | Carriage of Sand/Stone Agg. below 40mm size/C. bajri/Sand for avg. distance of 15 kms. |
| 34 | Carriage of Stone /boulders for avg. 15 KM by mechanical transport |
| 35 | Disposal of Mulba for an avg. lead 2 Km by mehanical transport Please Enable Macros to View BoQ information |
