Public Works Department-PWD has published Construction Of 400 Mtr Synthetic 9 Lane Plus One Lane Synthetic Athletic Track In Mnss Rai In Sonipat Distt . . Submission Date for this Tender is 16-12-2020. Sports Complex Tenders in Sonipat Haryana. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 04-Dec-2020 | Changes of technical bid | Technical Bid | 16-12-2020 |
| Name of Work: Construction of 400 mtr synthetic nine lane plus one lane synthetic Athletic track in MNSS Rai in Sonipat Distt. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Disposal of excavated soil with an av. Lead upto 1km including loading and unloading complete (HSR 4.2a+5.2b) | 6279.66 | Cum | |
| 2 | 2 | Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres. (HSR 6.6) | 6279.66 | Cum | |
| 3 | 3 | Shuttering for faces of concrete foundations and foundations beams (vertical or battering) (HSR 9.13) | 1455 | SQM | |
| 4 | 4 | Cement concrete 1 : 4 : 8 with stone aggregate 20 mm Nominal size in foundation and plinth. (HSR 10.38) | 184.62 | CUM | |
| 5 | 5 | Cement concrete 1:1:2 with stone aggregate 20 mm nominal size for reinforced concrete work for walls (10 cm to 20 cm thickness) straight and curved excluding steel reinforcement but including centering and shuttering, laid in position, complete in all respects. (a)extra over Item Nos. 10.79 to 10.94, if 1:1 ½:3 mix is used, instead of 1:2:4 (HSR10.87+10.95 b) | 76 | CUM | |
| 6 | 6 | Cement concrete 1:1-1/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in footings, strips, foundations, beams, rafts, pedestals and approach slabs of bridges etc., excluding steel reinforcement but . extra over Item Nos. 10.79 to 10.94, if 1:1 ½:3 mix is used, instead of 1:2:4 (HSR 10.90 + 10.95 a) (a) | 242 | CUM | |
| 7 | 7 | First class brick work laid in cement sand mortar 1:4 in foundation and plinth. (HSR 11.4) | 8.55 | CUM | |
| 8 | 8 | Cement plaster in coarse sand 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) (HSR 15.5) | 611.93 | SQM | |
| 9 | 9 | Providing and Applying Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar shall be used as approved by Engineer-in-Charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge) (HSR 16.3) Though Rate. | 2096 | SQM | |
| 10 | 10 | Providing and Applying priming coat with metal primer on New steel or iron work including preparation of surface. Painting on mettalic Surfaces etc. (Note:- First quality paint/Primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar shall be used as approved by Engineer-in-Charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge) (HSR 16.9) Though Rate. | 2096 | SQM | |
| 11 | 11 | Wrought iron and mild steel (using angles, flats square bars, tees and channels) ladders, grills, gratting frames, window guards, iron doors openable or fixed stair case or parapet or any other type of railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position. (HSR 18.12) | 162.6 | Qtl. | |
| 12 | 12 | Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights/ depths/ storeys/ basements etc.\nNote:- Reinforcement shall be measured in length including hooks, if any, separately for different diameter as actually used in work, excluding overlaps, wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement . (HSR 18.22) | 62.76 | Qtl. | |
| 13 | 13 | Providing, lowering, laying, cutting (cut surface to be uniformity finished) jointing with rybbre rings marked with IS:5382 and testing of SPIGOT AND SOCKETTED RCC NP2 MARKED WITH IS:458-1988 and specials into trenches for all depths including carriage, loading, unlaiding, stacking, handling re-handling etc. complete in all respects to the satisfaction ot the Engineer-in-charge. (HSR 29.93) 300mm dia. | 100 | Mtr. | |
| 14 | 14 | Providing and laying Synthetic Athletic Track surface minimum 15mm Thick (FULL PUR System cast in situ)with smart track technology incl. marking on the surface and class II certification by IAAF all completed as per specification laid down by IAAF and as per direction of the Engineer-in-Charge including all taxes. SMARTTRACK FACILITY :- (1)Timing Gates on the inner 400 mtr lane at the equal interval of 50 M each.(8 No.) (2) Timing gate in the 100 M straight lane at the interval of 0 M,5M, 10M,20M,60M and 100 M( 6 No.) (3) Sensor including belt( one) (4) Software smart track full version (one) (N.S) | 8218 | SQM | |
| 15 | 15 | Preparation of berms including filling of Earth or excavation of earth including dressing the bank, side slope to given levels and templates after breaking of clouds, including the cost of rolling and watering all allowances for labour hardness wetness irrespective of all lead and lift, but including Compensation for earth taken from private land, fields etc. and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 305 and to the entire satisfaction of the Engineer of the work conforming to PWD specification No. 6.2 and 6.3 and 3.2 and the other specification 1990 Ist edition. As per X-section attached at DNIT at Section -9. This item also includes E/W if required in sub grade for Widening and Shoulder. Earth used for sub grade, shoulder and berms should have minimum CBR of 5%. (N.S) | 6278.6 | CUM | |
| 16 | 16 | Preparation of sub grade, including trenching, rough dressing of soil final dressing of earth,to given levels and camber, watering, rolling with road roller, and compacting the bed (HSR 24.1) | 16033 | SQM | |
| 17 | 17 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical 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 Engineerin- Charge. with material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 (N.S) | 1643.6 | CUM | |
| 18 | 18 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical/Sensor paverfinisher equiped with electronic sensor to the required grade, alignment and level by special lazer equipment 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-in Charge. (N.S) | 1643.6 | CUM | |
| 19 | 19 | Providing and applying primer coat over WMM surface with bitumen Emulsion medium setting up @ 0.60 Kg/Sqm area as per clause No. 502 of MORT&H specification of road work (vth Revision) of 2013 / latest edition. (N.S) | 8218 | SQM | |
| 20 | 20 | Providing and laying tack coat using bitumen VG-10 conforming to IS: 8887, using VG-10 perssure distributer including preparing the surface & cleaning with mechanical broom. On bituminous surface @ 0.30kg/ sqm. (N.S.) | 16436 | SQM | |
| 21 | 21 | Providing and laying Dense bituminous macadam Strictly As per IAAF Guidelines under the supervision of synthetic track manufacturer reprsentative/ engineer using crushed stone aggregates of specified grading premixed with bituminous binder, transported to siteby tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, alignment and level by special lazer equipment and rolling with smooth wheeled , vibratory and tandem rollers as per specifications to achieve the desired compaction and density, completeas per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 4.5 0% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. (N.S) | 410.9 | CUM | |
| 22 | 22 | Providing and laying Bituminous concrete Strictly As per IAAF Guidelines under the supervision of track manufacturer reprsentative/ engineer 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, alignment and level by special lazer equipment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as perspecification, complete and as per directions of Engineer-in-Charge. 30 mm compacted thickness with bitumen of grade VG-30 @5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. (N.S) | 246.54 | CUM | |
| 23 | 23 | 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-in-charge. Made of G.I. wire of dia 4 mm including zinc coating of 135 gsm of make TATA and jindal (as per drawing attached). (N.S) | 1084 | Sqm | |
| 24 | 24 | Supplying stacking & Spreading river sand with manure in root zone required thickness as per direction of officer-in-charge. (N.S) | 1545 | CUM | |
| 25 | 25 | Grassing with selection No 1 grass including watering and maintenanace of the Lawn for 30 days mr more till the grass forms a thick lawn, free from weeds, and fit for moving including supplying goodearth if needed. (The good shall be paid separtely ) (N.S) | 7725 | SQM | |
| 26 | 26 | Providing & laying of Vitrified tiles of size 100mm x 100mm x 10mm thick of make pevit in flooring laid in any pattern as specified over base of 20mm thick cement coith pigentarse sand mortar in ratio 1:3 and jointed with white cement slurry mixed with pigment to match tha shades of tiles. (N.S) | 1295.94 | SQM | |
| 27 | 27 | Providing and fixing of IAAF approved instrument. (NS) DISCUSS THROW WITH CAGE,POLE AND NET. | 1 | SET | |
| 28 | 28 | b) DISCUSS HAMMER COMBIND WITH CAGE,POLE AND NET | 1 | SET | |
| 29 | 29 | SHOT -PUT | 2 | NOS | |
| 30 | 30 | POLE -VAULT | 2 | NOS | |
| 31 | 31 | LONG JUMP TAKE-OFF BOARD | 9 | NOS | |
| 32 | 32 | TRIPAL JUMP TAKE-OFF BOARD | 9 | NOS | |
| 33 | 33 | STOP BOARD FOR SHOT PUT | 2 | NOS | |
| 34 | 34 | WATER JUMP Hurdle | 1 | NOS | |
| 35 | 35 | ALUMINUM KERBING \nNote:- In case of any difference in the unit & nomenclature of any of the HSR items of civil, P.H, E.I. work depicted in this DNIT and that given in HSR , the unit and nomenclature given in HSR shall be applicable.\n2 Only reputed make material will be used (make/ brand exhibited in HSR and exhibited in approved standered document) as approved by Engineer-in-Charge, while executing various items /works at site. | 1 | SET |
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