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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 2 | Filling available excavated earth (excluding rock) intrenches, plinth, sides of foundations etc. in layers notexceeding 20cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and liftupto 1.5 m. |
| 3 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 4 | Providing and laying in position cement concrete ofspecified grade excluding the cost of centring and shuttering - All work upto plinth level:1:4:8 ( 1 Cement: 4 fine sand : 8 graded stoneaggregate 40 mm nominal size) |
| 5 | Providing and laying in position specified grade ofreinforced cement concrete excluding the cost ofcentring, shuttering, finishing and reinforcement--All work upto plinth level: 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stoneaggregate 20 mm nominal size) |
| 6 | First class brick work in foundation and plinthincluding cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 7 | Half brick manonary work with first class brick work in foundation and plinthincluding cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ). |
| 8 | 12 mm cement plaster of mix In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 9 | Neat cement punning. |
| 10 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level. Thermo-Mechanically Treated bars/ Cold twisteddeformed steel bars |
| 11 | Centering shuttering including struttings, propping etc.and removal of form work for:Foundations, footings, bases for columns etc. for mass concrete with timber plank |
| 12 | Steel work in built up tubular (round, square orrectangular hollow tubes etc.) trusses etc., includingcutting, hoisting, fixing in position and applying apriming coat of approved steel primer, including weldingand bolted with special shaped washers etc. complete.Hot finished welded type tubes |
| 13 | Providing and fixing precoated galvanised iron profilesheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including |
| 14 | Painting with synthetic enamel paint of approved brandand manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: Two or more coats on new work |
| 15 | 60 mm thick factory made c.c interlocking paver block of M -30 Grade Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of sand, filling the joints with fine sand etc. all complete as per specification and approval/ direction of the Engineer-in-charge. |
| 16 | Providing and fixing Precast chequered cement concretetiles 18 mm thick, laid in footpath & courtyard, on 20mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 finesand ) jointed with neat cement slurry including rubbingand cleaning etc. all complete as per direction ofEngineer-in-charge. In dark shade using ordinary cement Please Enable Macros to View BoQ information |
