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| 1 | Demolishing stone rubble masonry manually/ by mechanical means 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 includingdisposal of material within 50 metres lead as per direction of Engineer -in - charge. Nominal concrete 1:3:6 or richer mix (including equivalentdesign mix) |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 min width or 10 sqm on plan), including dressing of sides and ramming ofbottoms, for all lift, including getting out the excavated soil and disposalof surplus excavated soil as directed, within a lead of 50 m.2.8.1 All kinds of soil. |
| 4 | 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 (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 5 | Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : 1. Cement mortar 1:6 (1 cement : 6 coarse sand). Stone received from demolition to be issued free of cost. |
| 6 | Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : 1. Cement mortar 1:6 (1 cement : 6 coarse sand). |
| 7 | Demolishing brick work manually/ by mechanical means includingstacking of serviceable material and disposal of unserviceable materialwithin 50 metres lead as per direction of Engineer-in-charge. In cement mortar |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :a)Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 11 | Dismantling steel work manually/ by mechanical means in built upsections without dismembering and stacking within 50 metres lead as perdirection of Engineer-in-charge. |
| 12 | Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of \"L\" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge. |
| 13 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete |
| 14 | Refixing of built-up section in proper line & level as per direction of Engineer-in-charge. |
| 15 | Painting with synthetic enamel paint of approved brand and manufactureof required colour to give an even shade :Two or more coats on new work over an under coat of suitableshade with ordinary paint of approved brand and manufacture |
| 16 | Painting with synthetic enamel paint of approved brand and manufactureof required colour to give an even shade :a)One or more coats on old work |
| 17 | Centering and shuttering including strutting, propping etc. and removalof form work for :a) Foundations, footings, bases for columns |
| 18 | Removing mortar from and cleaning stones and concrete articles (netquantity of stacks of cleaned materials will be measured): In cement mortar |
| 19 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) :Raised and cut pointing. |
| 20 | Extra for random rubble masonry with hard stone curved on plan for amean radius not exceeding 6 m. |
| 21 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 22 | Precasting and placing in position 150 mm dia Bollards 950 mm high of required shape inclucing providing M.S pipe steeve 50 mm dia 300 mm long in the Bollards and M.S pipe 40 mm dia and 700 mm long with 150X150X6 mm M.S plate welded at bootom and embedded150mm in cement concrete 1:3:6 (1 cement : 3 course sand (Zone-III) :6 graded stone agregate 20 mm nominal size), including necessary excavation of size 300X300X350 mm deep for the same in bitumen/concrete pavament at specified spacing. |
| 23 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinthlevel : 1:3:6 (1 Cement : 3 coarse sand (zone-lll) derived from ] natural sources : 6 graded stone aggregate 20 mm nominalsize derived from natural sources) |
| 24 | 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) |
| 25 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand) |
| 26 | Finishing walls with water proofing cement paint of required shade :1. New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 27 | Finishing walls with water proofing cement paint of required shade : Old work (one or more coats @ 2.20 kg/10 sqm) complete. |
| 28 | Providing and injecting approved grout inproportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge.(The payment shall be made on the basis of actual weight of approved grout injected.):a) Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work |
| 29 | Disposal of dismanteled old fencing as per the direction of Engineer-in-charge(Recovery on the account of scrap/dismantle steel etc shall be measured on actual weight basis of the dismantle steel angles and wire mesh will be recovered from the bill @Rs. 35 per kg from the agency). Nothing will be paid on a/c of dismantling and carriage etc. |
| 30 | Reduction factor (0.973) |
