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| 1 | Appendix- A Raising of drain Removing the existing cover slabs of average size 100x 45 x10 cm carefully without damaging the cover slab for the purpose of cleaning the drain, including all labours etc. complete as per the direction of deptl. engineer in charge. |
| 2 | Relaying the removed cover slab of average size 100x 45 x 10 cm carefully without damaging the slabs including all cost labour etc. complete as per the direction of dept. engineers in charge. |
| 3 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumpingground within 50 metres lead. |
| 4 | Providing and laying in position cement concrete of specific grade excluding the cost of centering and shuttering -all works upto plinthlevel :1:1½:3 (1 cement:1½ coarse sand:3 graded stone aggregate 20 mm nominal size) For drain |
| 5 | Centering and shuttering including strutting,propping etc…and removal of form for walls(any thickness) including attached pilasters,buttresses,plinth and string courses . |
| 6 | Providing ,hoisting and fixing up to floor five level Precast reinforced cement concrete the string course ,bands, bed plate anchor blocks ,plain window sills and likeincluding cost of the required centering,shuttering but excluding cost of reinforcement,with 1:1.5:3 (1 cement:1.5 coarse sand:3 graded stone aggregate 20mm nominal size.) |
| 7 | Steel reinforcement for R.C.C work including straightening,cutting, bending,placing in position and binding all complete upto Plinth level.Thermo- mechanically treated bars of grade Fe-500D or more |
| 8 | 12mm cement plaster finished with a floating coat of neat cement of mix 1:3 (1 cement: 3 fine sand) for drain-inner side. |
| 9 | Cleaning the existing drain including removal of all debris ,accumilated silt garbages,plastic waste and soil etc. as per the direction of departmental officers in charge: |
| 10 | Disposal of building rubbish / malba / similar unserviceable,dismantled or waste materials by mechanical means, includingloading, transporting, unloading to approved municipal dumpingground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 11 | Appendix- B Renovation of foot path Clearing grass and removal of the rubbish up to a distance of 50m outside the periphery of the area cleared: |
| 12 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 13 | Dismantling tile work in floors and roofs laid in cement mortarincluding stacking material within 50 metres lead.For thickness of tiles above 25 mm and up to 40 mm |
| 14 | Earthwork excavation by mechanical means ( hydraulic excavator)/ manual means in foundation trenches or drains not exceeding 1.50m in width or 10m2 on plan ) including dressing of sides and ramming of bottoms ,lifts upto 1.50m ,including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m :All kinds of soil |
| 15 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level:1:4:8,( 1 cement:4coarse sand:8 graded stone aggregate40mm nominal size) |
| 16 | Providing and laying cement concrete of specific grade excluding the cost of centering and shuttering -all works upto plinthlevel :1:1½:3 (1 cement:1½ coarse sand:3 graded stone aggregate 20 mm nominal size) |
| 17 | Centering and shuttering including strutting,propping etc…and removal of form for kerb of footpath. |
| 18 | 12 mm cement plaster of mix.1:4 (1 cement:4 fine sand). |
| 19 | Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling& testing of joints complete as per direction of Engineer in charge .110mm dia 6kgf/cm2 |
| 20 | Filling with gravellyearth (excluding rock) in trenches, plinth, sides offoundations etc. in layer not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50mand lift upto 1.50m as per direction of site Engineer-in- charge. |
| 21 | Construction of granular sub-baseby providing close graded Material confirming to specifications ,mixing in a machanical mix plant at OMC ,carriage of mixed material by tippers to work site ,for all leads $lifts ,spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density,complete as per specifications and directions of engineer -in charge. |
| 22 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : |
| 23 | Painting with synthetic enamel paint of approved brand andmanufacture to give an even shade :Two or more coats on new work |
| 24 | Engaging mazdoor for consolidating levelling existingfoot path. |
| 25 | Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks in foot path,parks,lawns,drive ways or light traffic parking etc. of required strength, thickness & size/shape,made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of fine sand,compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints withsand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc.complete as per manufacturer\"s specifications & direction of Engineer-in-Charge.80 mm thick cc paver block of M-30 grade with approved colour,design and pattern. |
| 26 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 27 | Disposal of building rubbish / malba / similar unserviceable,dismantled or waste materials by mechanical means, includingloading, transporting, unloading to approved municipal dumpingground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 28 | Applicable GST In case of change in the GST rate between the date of invoice and date of supply on last date of submission of tender (in case of works), and the date of release of payment for works done,the prevailing GSTrate will be reckoned as per the GSTlaws of the Central and State Government for payment.All payment will be released only after producing proof of GST remittance. |
