|
| 1 | Demolishing brick work, manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in-charge. (In cement mortar) DSR 15.7.4 |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in charge 1:3:6 or richer mix DSR 15.2.1 |
| 3 | 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. |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (DSR 2.25) |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) (DSR 4.1.10) |
| 6 | Centring and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete. (DSR 5.9.1) |
| 7 | Centring and shuttering including strutting, propping etc. and removal of form for:Lintels, beams, plinth beams, girders, bressumers and cantilevers. DSR 5.9.5 |
| 8 | Centring and shuttering including strutting, propping etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts. DSR 5.9.6 |
| 9 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level :1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (DSR 5.1.2) |
| 10 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement:1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) DSR 5.2.2 |
| 11 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR5.22.6) |
| 12 | Brick work with old bricks already existing at site in foundation and plinth in : Cement mortar 1:4 (1 cement:4 coarse sand) (NS) |
| 13 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 6.1.1 |
| 14 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement: 4 coarse sand) DSR 6.4.1 |
| 15 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1: 6 (1 cement: 6 fine sand) DSR 13.2.2 |
| 16 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) complete in all respect to the entire satisfaction of the Engineer-in-charge. |
| 17 | Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement: 3 fine sand): Flush / Ruled/ Struck or weathered pointing.(DSR 13.31.1) |
| 18 | Providing and applying 1mm thick wall putty (Birla/K.K. etc) with smooth surface complete in all respect to the entire satisfaction of the Engineer-in-charge (NS) |
| 19 | Finishing walls with Acrylic Smooth exterior paint of required shade : —New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm). DSR 13.46.1 |
| 20 | Re- fixing 2'-3\\" high Steel jaffery in boundary wall with 9\\" long anchorage in cement concrete 1:2:4 block with extra 3\\" gap shall be with top of wall including two coat of synthetic enamel paint complete in all respect as per drg & job to the entire satisfaction of the Engineer-in-Charge. |
| 21 | Credit of old brick bats Please Enable Macros to View BoQ information |
