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| 1 | 3.1Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.3.1.1M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20mm nominal size). |
| 2 | 12.1Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish :12.1.125 mm thick |
| 3 | 12.1.2 20mm thick |
| 4 | 12.41Finishing wall with water proofing cement paint of approved brand and manufacture and or required shadetogive an even shade including all scaffolding:12.41.1 New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 5 | 12.41.2Old work (One or more coats). |
| 6 | 13.29Repair to damaged RCC slabs, beams and columns etc for strengthening with cement mortar 1 : 2 in following steps :-(i)Choping losse and cracked concrete to required depth, cleaning the exposed surface of steel and concrete with wire brush and sand papering , cleaning of concrete surface with water as necessary and getting dried.(ii)Applying Epoxy primer on the exposed steel bars.(iii)Applying Epoxy hardener and resin mix (as per manufectured\"s specification) on concrete and steel bars with brush.(iv)Speading dry cement mortar 1 : 2 mix over epoxy treated wet surface and allow it to dry for one day.(v)Plastering the surface with cement sand mortar 1 : 3 upto depth of 30mm complete.(vi)Cure the plastered surface for 15 days, All work including scaffolding etc. complete in all respect. |
| 7 | 14.3Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 8 | 14.5Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge |
| 9 | 14.6Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work |
| 10 | 4.2Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix |
| 11 | 4.6.2Providing M-30 grade concrete by usingcement as per codal provision instead ofM-20 grade design mix. |
| 12 | 4.1Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for :4.10.1Walls (any thickness) including attached pilasters,buttressesplinthandstring course. |
| 13 | 4.10.5Arches, domes, vaults etc. up to 6 Mtr span. |
| 14 | 4.12Add extra forcentering and shuttering workin superstructure above floor five level for each four flooror part thereof . |
| 15 | 4.13Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (\"Original producers\" who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)4.13.2Hot rolled deformed bars (IS : 1139). |
| 16 | Dismantling C.I pipes including excavation and refilling trenches after taking out the pipes breaking lead caulked joints melting of lead and making into block including stacking of pipes lead at site within 50 meter of diaup to 150 mm Dia |
