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| 1 | Earth Work in excavation | Earth work in excavation by mechanical means Hydraulic excavator manual means over areas exceeding 30 cm in depth 1 point5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth lead upto 50 m and lift upto 1 point 5 m as directed by Engineer in charge All kinds of soil |
| 2 | Filling available excavated earth excluding rock | Filling available excavated earth excluding rock in trenches plinth sides of foundations etc in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1 point 5 m as per direction of Engineer in charge |
| 3 | Demolishing RCC work | Demolishing RCC 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 |
| 4 | Providing and laying in position cement concrete | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level 1 isto3 isto 6 1 Cement 3 coarse sand zone III 6 graded stone aggregate 20 mm nominal size as per direction of Engineer in charge |
| 5 | Providing and laying in position specified grade of reinforced cement concrete | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering shuttering finishing and reinforcement All work up to plinth level 1 isto1 point 5 isto 3 1 cement 1 point 5 coarse sand zone III 3 graded stone aggregate 20 mm nominal size |
| 6 | Supplying and filling in plinth with sand under floors | Supplying and filling in plinth with sand under floors including watering ramming consolidating and dressing complete |
| 7 | Steel reinforcement for RCC work | Steel reinforcement for RCC work including straightening cutting bending placing in position and binding all complete above plinth level and below plinth level Thermo Mechanically Treated bars of grade Fe 500D or more |
| 8 | Centering and shuttering including strutting lif in Foundations footings bases of columns | Centering and shuttering including strutting propping etc and removal of form as per directions of Engineer in charge at all leads and lif in Foundations footings bases of columns All the Below Plinth level etc |
| 9 | Centering and shuttering including strutting lif Columns Pillars Piers Abutments Posts and Struts | Centering and shuttering including strutting propping etc and removal of form as per directions of Engineer in charge at all leads and lif Columns Pillars Piers Abutments Posts and Struts All the above Plinth level |
| 10 | Dry stone pitching 22 point 5 cm thick | Dry stone pitching 22 point 5 cm thick including supply of stones and preparing surface complete |
| 11 | Neat cement punning | Neat cement punning |
| 12 | Demolishing brick work | Demolishing brick work manually by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer in charge15 point 7 point 4 In cement mortar |
| 13 | Brick work with non modular fly ash bricks | Brick work with non modular fly ash bricks conforming to IS12894 class designation 10 average compressive strength in super structure above plinth level up to floor V level in |
| 14 | Finishing walls with textured exterior paint | Finishing walls with textured exterior paint of required shade 13 point 45 point 1 New work Two or more coats applied 3 point 28 ltr per10 sqm over and including priming coat of exterior primer applied 2 point 20kg 10 sqm |
| 15 | Finishing walls with 100 percentage Premium acrylic emulsion paint | Finishing walls with 100 percentage Premium acrylic emulsion paint having VOC less than 50 gm per litre and UV resistance as per IS 15489 2004 Alkali and fungal resistance dirt resistance exterior paint of required shade Company Depot Tinted with silicon additive New work Two or more coats applied 1 point 43 litre per10 sqm Over and including priming coat of exterior primer applied 0 point 90 litre per10 sqm |
| 16 | 15 mm cement plaster | 15 mm cement plaster with mix 1isto 6 1 cement 6 fine sand at all heights and lead as per directions of Engineer in charge |
| 17 | Random rubble masonry with hard stone | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1isto 6isto12 1 cement 6 coarse sand 12 graded stone aggregate 20 mm nominal size upto plinth level with 1 Cement mortar 1 isto 6 1 cement 6 coarse sand |
| 18 | Structural steel work riveted bolted or welded in built up | 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 |
| 19 | Surface dressing of the ground including removing vegetation | Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish lead up to 500m All kinds of soil up to all lead and lift Including cost of Labor Tools and tackles Taxes etc complete as per direction of Engineer in charge |
| 20 | Removing white or colour wash by scrapping | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc complete Including cost of Labor Tools and tackles Taxes etc complete as per direction of Engineer in charge |
| 21 | Providing and fixing glass panes with putty and glazing clips in steel doors | Providing and fixing glass panes with putty and glazing clips in steel doors windows clerestory windows all complete with 4 point 0 mm thick glass panes Including cost of Labor Tools and tackles Taxes etc complete as per the architectural drawings Including cost of Labor Tools and tackles Taxes etc complete as per direction of Engineer in charge |
| 22 | Providing and fixing glazing in aluminium door window ventilator shutters | Providing and fixing glazing in aluminium door window ventilator shutters and partitions etc with EPDM rubber neoprene gasket etc With float glass panes of 4 point 0 mm thickness weight not less than 10 kg per sqm Including cost of Labor Tools and tackles Taxes etc complete as per the architectural drawings and the directions of engineer in charge |
| 23 | Providing and fixing aluminium work for doors windows ventilators | Providing and fixing aluminium work for doors windows ventilators and partitions with extruded built up standard tubular sections appropriate Z sections and other sections of approved make conforming to IS 733 and IS 1285 fixing with dash fasteners of required dia and size including necessary filling up the gaps at junctions ie at top bottom and sides with required EPDM rubber neoprene gasket etc Aluminium sections shall be smooth rust free straight mitred and jointed mechanically wherever required including cleat angle Aluminium snap beading for glazing paneling CP brass stainless steel screws all complete as per architectural drawings Glazing paneling and dash fasteners to be paid for separately Anodised aluminium anodised transparent or dyed to requied shade according to IS 1868 minimum anodic coating of grade AC 15 Including cost of Labor Tools and tackles Taxes etc complete as per direction of Engineer in charge |
| 24 | Providing and fixing GI chain link fabric fencing | Providing and fixing GI chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts bolts and washers as required complete as per the direction of Engineer in charge Made of GI wire of dia 4 mm Including cost of Labor Tools and tackles Taxes etc complete as per direction of Engineer in charge |
| 25 | Providing and fixing Ist quality ceramic glazed wall floor tiles | Providing and fixing Ist quality ceramic glazed wall floor tiles conforming to IS 15622 thickness to be specified by the manufacturer of approved make, in all colours shades except burgundy bottle green black of any size as approved by Engineer in Charge in skirting risers of steps and dados over 12 mm thick bed of cement mortar 1 isto 3 1 cement 3 coarse sand and jointing with grey cement slurry 3 point 3kg per sqm including pointing in white cement mixed with pigment of matching shade complete at all leads and lifts as per directions of Engineer in charge |
| 26 | Grading roof for water proofing treatment with Cement concrete | Grading roof for water proofing treatment with Cement concrete 1 ratio 2 ratio4 1 cement 2 coarse sand 4 graded stone aggregate 20mm nominal size including mixing water proofing compound as per manufacturers specifications and directions of Engineer in charge |
| 27 | Repair to plaster of thickness 12mm to 20 mm in patche | Repair to plaster of thickness 12mm to 20 mm in patches of area 2 point 5 sqm and under including cutting the patch in proper shape raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar including disposal of rubbish all complete as per the direction of Engineer In Charge |
| 28 | Providing and laying water proofing treatment on roofs of slabs | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying a after surface preparation first layer of slurry of cement 0 point 488 kg per sqm mixed with water proofing cement compound 0 point 253 kg per sqmb laying second layer of Fibre glass cloth when the first layer is still green Overlaps of joints of fibre cloth should not be lessthan 10 cmc third layer of 1 point 5 mm thickness consisting of slurry of cement 1 point 289 kg per sqm mixed with water proofing cement compound 0 point 670 kg per sqm and coarse sand 1 point 289 kg per sqm This will be allowed to air cure for 4 hours followed by water curing for 48 hours The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all aroundd fourth and final layer of brick tiling with cement mortar which will be paid for separatelyFor the purpose of measurement the entire treated surface will be measured |
| 29 | 0 mm thick factory made Polyvinyl Chloride PVC door shutter | 30 mm thick factory made Polyvinyl Chloride PVC door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm pluse or minus 0 point 2 mm with inbuilt decorative moulding edging on one side The styles and rails mitred and joint at the corners by means of MS galvanised plastic brackets of size 75x220 mm having wall thickness 1 point 0 mm and stainless steel screws The styles of the shutter reinforced by inserting galvanised MS tube of size 25x20 mm and 1 mmpluse or minus 0 point 1 mm wall thickness The lock rail made up of H section a uPVC hollow section of size 100x30 mm and 2 mm pluse or minus 0 point 2 mm wall thickness fixed to the shutter styles by means of plastic galvanised MS U cleats The shutter frame filled with a uPVC multi chambered single panel of size not less than 620 mm having over all thickness of 20 mm and 1 mm pluse or minus 0 point 1 mm wall thickness The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised MS rod and fastened with nuts and washers complete as per manufacturers specification Including cost of Labor Tools and tackles Taxes etc complete as per direction of Engineer in charge |
| 30 | Providing and fixing factory made panel PVC door shutter consisting of frame | Providing and fixing factory made panel PVC door shutter consisting of frame made out of MS tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top and bottom rails MS frame shall have a coat of steel primers of approved make and manufacture MS frame covered with 5 mm thick heat moulded PVC C channel of size 30 mm thickness 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail Top bottom and lock rails shall be provided both side of the panel 10 mm 5 mm x 2 thick 20 mm wide cross PVC sheet be provided as gap insert for top rail and bottom rail paneling of 5 mm thick both side PVC sheet to be fitted in the MS frame welded sealed to the styles and rails with 7 mm 5 mm 2 mm thick x 15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the C Channel using PVC solvent adhesive etc complete as per direction of Engineer in charge manufacturers specification and drawing 30 mm thick plain PVC door shutters Including cost of Labor Tools and tackles Taxes etc complete as per direction of Engineer in charge |
| 31 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type including jointing with seal ring conforming to IS 5382 leaving 10 mm gap for thermal expansioni Single socketed pipes |
| 32 | Providing mixing and applying SBR polymer | Providing mixing and applying SBR polymer of approved make modified Cement mortar in proportion of 1 isto 4 1 cement 4 graded coarse sand with polymer minimum 2 percentage by wt of cement used as per specifications and directions of Engineer in charge Note Measurement and payment The pre measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding tapping with a blunt metal instrument and or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N per Sqmm2 25 mm average thickness in 2 layers |
| 33 | Providing and injecting approved grout 2 percentage of weight of cement used modified Cement slurry made with non shrink compound in concrete RCC work | Providing and injecting approved grout in proportion 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 inCharge The payment shall be made on the basis of actual weight of approved grout injected Stirrer mixed Acrylic Polymer of approved make 2 percentage of weight of cement used modified Cement slurry made with non shrink compound in concrete RCC work |
| 34 | Providing and injecting approved grout Cement slurry made with Shrinkage Compensating Cement in concrete RCC work | Providing and injecting approved grout in proportion 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 inCharge The payment shall be made on the basis of actual weight of approved grout injected Stirrer mixed SBR Polymer of approved make modified Cement slurry made with Shrinkage Compensating Cement in concrete RCC work |
| 35 | Providing and injecting approved grout Epoxy injection grout in concrete RCC work of approved make | Providing and injecting approved grout in proportion 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 inCharge The payment shall be made on the basis of actual weight of approved grout injected Epoxy injection grout in concrete RCC work of approved make |
| 36 | Providing laying spreading and compacting graded stone aggregate | Providing laying spreading and compacting graded stone aggregate size range 53 mm to 0 point 075 mm to wet mix macadam WMM specification including premixing the material with water at OMC in for all leads and lifts laying in uniform layers with mechanical paverfinisher in sub base base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density complete as per specifications and directions of Engineer inCharge |