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| 1 | 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-charge.- in cement mortar |
| 2 | Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as per direction of Engineer-in-charge , within a lead of 50m - all kinds of soil |
| 3 | Supplying and filling in plinth with sand under floors including, watering, ramming consolidating and dressing complete. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level - 1:5:10 (1 cement : 5 fine aggregate : 10 graded stone aggregate 40mm nominal size) |
| 5 | Centring and shuttering including strutting , propping etc. and removal of form work for - retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinthand string courses fillets, kerbs and steps etc. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:2:4 (1 cement : 2fine aggregate : 4 graded stone aggregate 20mm nominal size) |
| 7 | Cement concrete flooring 1:2:4 (1 cement : 2 fine aggregate : 44 graded stone aggregate) finished with a floating coat of neacement, including cement slurry, but excluding the cost ofnosing of steps etc .complete - 40mm thick with 20mm nominalnosing of steps etc .complete - 40mm thick with 20mm nominal size stone aggregate |
| 8 | Cleaning the site by removing the slushy soil on both the sides of road and making the road fit for laying WBM and making`smooth surface for vehicular traffic including disposing the same within 2 Km lead. |
| 9 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like |
| 10 | 6mm cement plaster of mix 1:3 (1 cement : 3 fine aggregate) |
| 11 | Making and filling expansion joints with bitumen filler (bitumen 40 percent, asbestos 5 percent and fine a ine aggregate 55%12mm wide |
| 12 | Providing , hoisting and fixing above plinth level upto floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement , with 1:1.5:3 (1 cement : 1.5 fine aggregate : 3 graded stone aggregate 20mm nominal size) |
| 13 | 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 Fe - 500D or more |
| 14 | Demolishing 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. |
| 15 | Finishing walls with textured exterior paint of require shade-old work(one or more coats) applied @ 1.82 litre / 10 sqm |
| 16 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade- One or more coats on old work |
| 17 | Providing and fixing of 65mm Navatal lock of 6 levers etc complete |
| 18 | providing and laying 63 mm thick factory made rubbermoulded hydraulic pressed paver blockmade by block making machine with strong vibratory compaction and of approved size and design / shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand , filling the joints with fine aggregate etc. all complte |
| 19 | Supplying and filling with red earth (excluding rock) including cost and conveyance to the work site and stacking to the departmental gauge , spreading in layers not exceeding 20cm in depth , watering and consolidation using 0.5 tonne roller , or wooden or steel rammers etc. complete for making play fields , running tracks and court yards |
| 20 | Providing and laying of unscreened gravel boulders including conveyance of unscreened gravel boulders to work site from approved quarry and stacking todepartmental gauge for premeasurement.Spreading hand packing to the required camber and gradient,watering consolidation by power roller rolling all as directed by engineering- in-charge. The rate shall be include cost ofunscreened gravel boulders and water,labour chargesfor stacking,spreding hand packingand watering ,hire and feul charges for power roller and all other tools and plants employed ect,complete.The volume of stack calculated as per the actual measurement shall be reduced by 15 % for looseness in stacking to arrive at the net quantity. |
| 21 | 4.12A Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density - Using vibratory roller. (As per MoRTH specification, 4th Revision) |
| 22 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (As per MoRTH specification, 4th Revision) |
| 23 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg. per sqm. on the prepared bituminous / granular surface cleaned with mechanical broom. (As per MoRTH specification, 4th Revision) |
| 24 | Providing and laying bituminous macadam with hot mix plant of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 507.7 of MoRTH specification, 4th Revision, to achieve the desired compaction.- Using grade II metal and bitumen 60/70 - VG30. |
| 25 | Providing and laying semi-dense bituminous concrete with HMP of capacity not less than 40 - 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 508 of MoRTH specification, 4th Revision, omplete in all respects - Using grade-II material and using birumen -VG30. |
| 26 | Engagingfor front end loader as directed by the Engineer - in Charge |
| 27 | Supplying and fixing of Double Arch swing – (PGSW 02) “Arihant Play Time Equipment”. With the arch shaped side frame of the double arch swing is made up of 80 NB GI pipe and top pipe is made up of 50 NB GI pipe.The frame is powder coated to give an aesthetic look. The two swings are made up of 10 mm thick anti-skid chequered reinforced rubber top.The belt seat is suspended on 6 mm rubber coated GI chain. The ball bearings are mounted inside a specially designed nylon clamp.The foundation concrete with PCC 1:2:4 of size 0.45 × 0.45 × 0.45 m over the base course of PCC 1:5:10 – 15 cm thick. |
| 28 | Supplying and fixing of S-Bridge ladder scrambler – (PGSL 05) “Arihant Play Time Equipment”. With the “S” bridge ladder is fabricated from 25 NB and 20 NB GI pipes.The vertical supports are made from 40 NB GI pipes with a total height of 2.1 mtrs from the ground. It has two ladders made from 40 NB GI pipes each on the vertical support pipes itself.The steps of the ladder are made from 20 NB GI pipes.The foundation concrete with PCC 1:2:4 of size 0.45 × 0.45 × 0.45 m over the base course of PCC 1:5:10 – 15 cm thick |
| 29 | Supplying and fixing of Puppy bin – (PGGD 10) “Arihant Play Time Equipment” is made up of FRP sheet of 3 mm to 4 mm thick sheet with a diameter of 1.25 feet, given a shape of puppy with attractive color with a lid.The capacity of bin is 68 ltrs. |
| 30 | Supplying and fixing of Bird bin – (PGGD 11)“Arihant Play Time Equipment”. The dust bin is made up from FRP sheet with 3 mm to 4 mm thick sheet of diameter 1.25 feet and given a shape of a bird with attractive colorThe capacity of bin is 68 ltrs. |
| 31 | Supplying and fixing of Standard bench – (PGGD 04)Arihant Play Time Equipment” is made up of 20 NB GI class pipe.The strips of the bench are made up of 18 SWG GI sheets. A specially designed slot shape is given to strip for shifting purpose.The size should accommodate four adults can seat comfortably on this bench at a time.The strip and stand are to the approved color with powder coating. |
