| 1 | 1 | Earth work in excavation by mechanical means (Hydraulicexcavator) / manual means in foundation trenches ordrains (not exceeding 1.5 m in width or 10 sqm on plan)including dressing of sides and ramming of bottoms, liftupto 1.5 m, including getting out the excavated soil and\ndisposal of surplus excavated soil as directed, within a leadof 50 m.-All kinds of soil | BI01010001010000000000000515BI0100001113 | 5.77 | Cum |
|---|
| 2 | 2 | Supplying and filling in plinth, under floor, foundations etc.with sand (fine) from local quarry with all lifts includingspreading in horizontal layers, watering, grading to\nrequired slope, ramming, consolidating and compactingeach layer by using plate compactor or by any suitable\nmethod complete. | BI01010001010000000000000515BI0100001114 | 0.9 | Cum |
|---|
| 3 | 3 | Providing and laying in position cement concrete ofspecified grade excluding the cost of centring and shuttering -\n-All work upto plinth level:1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt\nbrick aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001115 | 1.197 | Cum |
|---|
| 4 | 4 | First class brick work in foundation and plinth\nincluding cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ).(i) For 500 mm thick brick wall | BI01010001010000000000000515BI0100001116 | 1.71 | Cum |
|---|
| 5 | 5 | First class brick work in foundation and plinth\nincluding cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ).(i) For 375 mm thick brick wall | BI01010001010000000000000515BI0100001117 | 4.48 | Cum |
|---|
| 6 | 6 | First class brick work in foundation and plinth\nincluding cost of all materials as required complete:-In cement mortar 1:4 ( 1 cement : 4 fine sand ).(i) For 250 mm thick brick wall | BI01010001010000000000000515BI0100001118 | 0.9 | Cum |
|---|
| 7 | 7 | Providing and laying in position specified grade ofreinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-\n-All work upto plinth level:(i)For Beam | BI01010001010000000000000515BI0100001119 | 13.831 | Cum |
|---|
| 8 | 8 | Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete upto floor five level.Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars | BI01010001010000000000000515BI0100001120 | 1383.1 | Kg |
|---|
| 9 | 9 | Centering shuttering including struttings, propping etc.and removal of form work for\nFoundations, footings, bases for columns etc. for mass concrete with timber plank : | BI01010001010000000000000515BI0100001121 | 133.965 | Sqm |
|---|
| 10 | 10 | 6mm cement plaster of mix.In cement mortar 1:6 ( 1 cement : 6 fine sand) with Neat cement punning | BI01010001010000000000000515BI0100001122 | 77.36 | Sqm |
|---|
| 11 | 11 | Providing and laying Ist quality ceramic floor tiles of approved size conforming conforming to IS -15622( thickness to be specified by the manufacturer ) of approved make in all colours , shades as approved by Engineer in charge over 20 mm thick bed of cement morter 1:4 ( I cement : 4 fine sand) ointed with oridinary cement slurry including pointing with white cement mixed with pigment of matching shade complete.\nCeramic Glazed Tiles Ist quality 300 x 300 in all shades and designs | BI01010001010000000000000515BI0100001123 | 65.75 | Sqm |
|---|
| 12 | 12 | Water supply line including fitting fixing, 1 Job | BI01010001010000000000000515BI0100001125 | 1 | Job |
|---|
