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| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. a) Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 2 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. |
| 3 | 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.a) In cement mortar |
| 4 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 5 | Removing existing synthetic coating by scraping, sand papering, by any machine as required as per site condition, and preparing the surface smooth and ready for adhering new synthetic layer, all complete as per direction of Engineer-in-Charge.\" |
| 6 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. |
| 7 | Supplying and stacking at site. 53 mm to 22.4 mm size stone aggregate |
| 8 | Supplying and stacking at site.Stone screening 11.2 mm nominal size (Type B) |
| 9 | Supplying and stacking at site. Moorum |
| 10 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compactingto the required density |
| 11 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.a. With rapid setting bitumen emulsion On W.B.M / W.M.M. @ 0.4kg/sqm |
| 12 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.25 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 13 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.a) With rapid setting bitumen emulsion: On bituminous surface @ 0.25kg/sqm |
| 14 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.a) 20 mm compacted thickness with bitumen of grade VG30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 15 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregateand 0.60 cum of fine aggregate per 100 sqm of roadsurface, including rolling and finishing with road roller all complete. |
| 16 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 17 | 12 mm cement plaster of mix :a) 1:4 (1 cement: 4 coarse sand) |
| 18 | Providing and laying in position cement concrete of specified grade excluding the cost of centeringand shuttering - All work up to plinth level : a) 1:5:10 (1 cement : 5 coarse sand (zone-lll) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 19 | Neat cement punning |
| 20 | Finishing walls with Acrylic Smooth exterior paint of required shade :a) New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 21 | 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. |
| 22 | Welding by gas or electric plant including transportation of plant at site etc. complete. |
| 23 | Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire meshincluding the cost of materials, labour, tool & plants as approved by Engineer-in-charge. |
| 24 | Providing and fixing G.I. 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-incharge.a. Made of G.I. wire of dia 4 mm |
| 25 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 26 | 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 |
| 27 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 28 | Providing and laying synthetic cushioned acrylic surfacing system of international level (outdoor) duly approved by ITF of classification - III with minimum five years warranty with the following nine layers of synthetic cushioned surfacing material including marking of court lines with 100% acrylic resin based line marking paint i) Filler course (one layer of acrylic resurface) ii) Heavy rubber course (three layer of flexible latex based liquid rubber with course fine particles). iii) Fine rubber course (two layers of flexible latex based liquid rubber with finer particles) iv) texture course (one layer of flexible filler acrylic base) v) Finish Course (two layers of 100% acrylic resin base paint). All above applications are to be applied as per manufacture\"s specification/ consumption standard and as per the direction of Engineer-in-charge. (Rate: The rate includes the cost of material all statutory taxes import duty insurance labour tools plants and equipment testing of material transportation of material from manufacturer to the site storing and laying of the same. And nothing extra shall be paid over the quoted rates. |
| 29 | Providing and fixing Basketball Pole made of 8” dia pipe with 2.2 meter projection and basketball board transparent acrylic imported 20mm thick size 180cm x 105cm with dunking ring, net and frame. Ring is bolted through the backboard into the main frame construction for extra strength and durability Use of branded MRF Epoxy paint. (B.B.8.2.2.20) or equivalent as per direction of Engineer-in-charge. |
| 30 | Providing and fixing poles ( for Badminton Court) consist of tubluar/round MSpipes(heavy duty), polyster coated with brass winder and internal wind system, pinned at bottom including fixing the ground sleeves all complete as per the direction of Engineer-in-charge. |
| 31 | Provinding and fixing Garware or equivalent Black Badminton Net crafted using 3mm HDPE twine,White Vinyl PVC Coated Fabric Headband with 20 mm square mesh stream set for perfect dimensions etc. all complete as direction of Engineer-in-charge.Note: The colour, shape pattern and make shall be approved by the Engineer-in-charge. |
| 32 | Amount after GST Correction Factor @ 0.027 on DSR items except item no. 28 to 31= |
| 33 | Add cost index 3% on DSR items except item no. 28 to 31= |
