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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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (HSR 4.14.1) |
| 2 | Providing and laying damp-proof course with cement concrete 1 :2:4 (1 cement : 2 coarse sand (zone-Ill): 4 graded stone aggregate 12.5mm nominal size) 40mm thick (HSR 6.8.2) |
| 3 | Providing & applying a coat of residual petroleum bitumen ofgrade of VG-1 O of approved quality using 1. 7kg per square Meter on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. (HSR 6.10) |
| 4 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1: 1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size). (HSR 6.16) |
| 5 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing andreinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix).All works up to plinth level (HSR 6.25.1) |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete (HSR 6.30.1) |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers sqmand cantilevers. (HSR 6.30.5) |
| 8 | Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth levelNote:- Reinforcement shall be measured in length including hooks, if any, separately for different diaMeters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. Thermo-Mechanically Treated bars of grade Fe-500D kg or more. (HSR 6.33.6) |
| 9 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth inCement mortar 1:4 (1 cement: 4 coarse sand) (HSR 7.20.1) |
| 10 | Brick work with common burnt clay non-modular bricks of class designation 7 .5 in superstructure above plinth level up to floor IV level in all shapes and sizes in :Cement mortar 1:4 (1 cement: 4 coarse sand) (HSR 7.22.1) |
| 11 | Cement Concrete 1 :8:16 FlooringCement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. (HSR 10.100.2) |
| 12 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1 :4 (1 cement: 4 fine sand) (HSR 11.6.1) |
| 13 | 12 mm cement plaster of mix :11.8.1 1 :4 (1 cement: 4 coarse sand) (HSR 11.8.1) |
| 14 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (HSR 11.60) |
| 15 | Distempering with 1st quality acrylic distemper (ready mixed) having voe content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer\"s specification.Two or more coats on new work (HSR 11.65.1) |
| 16 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer. (HSR 11.67.1) |
| 17 | Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @ 3.28 litre/10 sqm)(HSR 11.94.1) |
| 18 | Providing and fixingdouble leaf stainless steel gate,made of 304 Grade stainless steel tubes of size 40mm x 40mm & 25mm x 25mm or any other size as frame, both sides finished with 1.5mm thick/any other thick stainless steel sheet including bottom pivots (4 Nos.), hold fasts, 18\" long stainless steel tube handle, 1\"-2\" long stainless steel sliding bolts (16mm dia), etc., fixed in position, complete the job in all respects as directed by Engineer-in-charge (NS) |
| 19 | Providing and fixing stainless steeel sheet (304 Grade) English lettersof 12\"\" height and fixing with 100 mm x 6mm bolts on both the threads, dipped in araldite for fixing on wall as per approved pattern, completein all respects as directed by Engineer-in-charge (NS) |
