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| 1 | Demolishing brick work manually/ by mechanical means built in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 3 | Providing and laying in position cement concrete1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) of specified grade excluding the cost of centering and shuttering - All work up to plinth level |
| 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) all as specified. |
| 5 | Brick work with common burnt clay machine moulded perforated bricks of class designation 7.5 conforming to IS: 2222 in superstructure above plinth level up to floor V level in cement mortar 1:6 (1 cement : 6 coarse sand) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 6 | 15 mm cement plaster on rough side of single or half brick wall of 1:6 (1 cement: 6 coarse sand). |
| 7 | 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 priming coat of exterior primer applied @ 2.20 kg/10 sqm). |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers etc all as specified and as directed by the Engineer-in-incharge. |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting bending, placing in position and binding all complete up to plinth level Mild steel and Medium Tensile steel bars all as specified. |
| 10 | 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) : 3 graded stone aggregate 20 mm nominal size). |
| 11 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). |
| 12 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. |
| 13 | Fencing with angle iron post placed at required distance embedded in cementconcrete blocks, every 15th post, last but one end post and corner post shall belines and two diagonals interwoven with horizontal wires, of barbed wire weighing9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire complete all as specified and as directed by the Engineer-in-Charge. |
| 14 | Applying priming coat with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works including painting with synthetic enamel paint of approved brandand manufecturer to give an even shade two or more coats on new etc completed all as specified and as directed by the Engineer-in-Charge. |
| 15 | Close timbering in case of shafts, wells, cesspits, like including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered Depth exceeding 1.5 m but not exceeding 3 m |
| 16 | Extra for planking, strutting and packing materials for cavities (in close timbering) if required to be left permanently in position. (Face area of timber permanently left to be measured). |
| 17 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m,All kinds of soil as directed by Engineer-in-charge. |
| 18 | Credit for dismantled materials :- (a) Bricks |
| 19 | Credit for dismantled materials:- (b) steel/barbed wire and Angle Iron etc. |
