Delhi Development Authority-DDA has published Tender For Development Of Sports Complex At Sector-19 (Phase-I), Dwarka.. Submission Date for this Tender is 14-06-2023. Sports Complex Tenders in Delhi Delhi. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 08-Jun-2023 | Minutes of Pre-Bid Meeting | Other | 14-06-2023 |
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 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 1.5 m, as directed by Engineer-in- charge. (a) All kinds of soil |
| 2 | 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 1.5 m. |
| 3 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: (a) 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: (b) 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 8 | 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. |
| 9 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate |
| 10 | 12 mm cement plaster finished with a floating coat of neat cement of mix: (a) 1:4 (1 cement: 4 fine sand) |
| 11 | 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 earth with lead upto 50 metres. |
| 12 | Making bajri path including preparation of subgrade, supplying and laying brick aggregate of 50 mm nominal size 7.5 cm deep with blinding material consisting of 12 mm moorum and 12 mm red bajri consolidated with road roller. |
| 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 medium setting bitumen emulsion On W.B.M / W.M.M. @ 0.4kg/sqm |
| 14 | 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). (b) With paving Asphalt grade VG - 30 with no solvent |
| 15 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 16 | 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 |
| 17 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix is recoverable separately). |
| 18 | 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 Engineer-in-Charge. (a) With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 19 | 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 paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 20 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. |
| 21 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mold, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. (a) 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. |
| 22 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. |
| 23 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work a) 32 mm dia nominal bore |
| 24 | b) 50 mm dia nominal bore |
| 25 | c) 65 mm dia nominal bore |
| 26 | Providing and fixing gun metal gate valve with C.I. wheel of approved quantity (screwed end): a) 32 mm nominal bore |
| 27 | b) 50 mm dia nominal bore |
| 28 | c) 65 mm dia nominal bore |
| 29 | Panting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality: a) 32 mm dia nominal bore |
| 30 | b) 50 mm nominal bore |
| 31 | c) 65 mm nominal bore |
| 32 | Providing and filling sand of grading zone V or coarser grade, all-round the G.I. pipes in external work: a) 32 mm nominal bore |
| 33 | b) 50 mm dia nominal bore |
| 34 | c) 65 mm dia nominal bore |
| 35 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work): a) 32 mm nominal bore |
| 36 | b) 50 mm dia nominal bore |
| 37 | c) 65 mm dia nominal bore |
| 38 | Brick work with fly-ash F.P.S (non-modular) bricks of class designation 7.5 in foundation and plinth. a) Cement mortar 1:4 (1 cement : 4 sand) |
| 39 | Providing & Laying synthetic cushioned acrylic surfacing system of international level (outdoor) duly approved by ITF of classification-III with minimum five years’ warranty with following nine layers of synthetic cushioned surfacing material including making of court lines with 100% acrylic resin based line marking paint. i) Filler course (One layer of acrylic re-surfacer) ii) Heavy rubber course (three layers of flexible latex base liquid rubber with course particles. iii) Fine rubber course (two layers of flexible latex base 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 manufacturer’s specification / consumption standards and as per the direction of Engineer-in-charge. (Rate: The rate of above item includes cost of material, all statutory taxes, import duty, insurances, labour, tools, plants & equipment, testing of material, transportation of material from manufacturer to the site, storing & laying of the same. Nothing extra shall be paid over the approved rates). |
| 40 | Providing and fixing change room cubicles (includes 600 mm door size width) of reputed make like Greenlam merino formica ( R) or equivalent made up of thermosetting resign treated high pressure, self-supporting decorative compact laminates with permanently incorporate anti-bacterial agents during manufacturing. Compact board should be resistance to water immersion through permissible increase on thickness and mass 1.35kg/cm3 and fulfilled the criteria of FSC and Green Guard Gold Certification and manufactured under EN438-2&3:2005 standard. 12mm thick compact board should be Moisture resistant, Impact resistant, termite resistant, Scratch resistant, Weather and climatic shock resistant. Finish of compact laminates should be suede finish which includes door, pilasters and intermediate panels finished with approved texture/shades as per IS2046 and fulfilled the criteria of fire retardant under BS-476/9 7 and EN438-6 with classification of BS1D0 standard, all complete as per manufacturer"s specification and as per the direction of Engineer-in-charge. Hardware and Fixing: - All hardware, fittings and accessories as per manufacturer"s specifications shall be in stainless steel grade SS 304. The pilasters are anchored to the flooring using SS "L" angles and covered with SS plates all of grade 304. To ensure that therein no lintel at the top. Accessories: - Standard accessories include SS Hinges, SS door knob, SS thumb turn indicator, SS coat hook Floor mounted Cubicles shall be of size as under: - (a) Toilet cubicles, change room cubicles & shower rooms of size 1580mm x 2100 mm (Height is including 100 mm gap from bottom). (b) Door Size - 600mm x 1800 mm. There will be no section above top of door. |
| 41 | Providing and fixing Locker System- 3 Tier locker made of 3mm & 9mm thick solid compact laminate panels having properties of heat, bacteria, water, chemical, scratch and impact resistant including doors self-side pane, Top and bottom panels finished with approved texture/shade as per detailed drawing & as per IS 2046 (Indian standard). The compact laminate panels should have Green Guard certificate. It should be anti-bacteria (certified by Shri Ram Test House). This also includes providing and fixing in position the following necessary hardware made out of aluminium (Grade-6063-6) & stainless steel (grade 304) (1) cam (2) hinges, (3) front section (4) back section, (5) infill section (6) rubber inning (9) screw, nuts & boIts. Lockers shall be constructed with 4 aluminium interlocking supporting frame work, making it strong and rigid. Standard dimension of lookers’ unit shall be of width 300mm, depth 450mm and height 1800 mm. Locker System- 3 Tier of make Greenlam Sturdo, Merino or equivalent. |
| 42 | Add GST @ 6.33% on DSR 2021 items except item no 29 to 31 |
| 43 | Add 7% cost index on amount of DSR items & amount of GST |
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