CONSTRUCTION OF 400MT. TRACK and FOOTBALL GROUND AT ROSHNABAD, HARIDWAR

Amount

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. All kinds of soil

Compacting original ground supporting subgrade (Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)

Gravel/Soil Aggregate Base/Subbase Nominal Maximum size Grading 80 mm (Table 2.3 of IRC SP 77-2008) Construction of Gravel/ Soil Aggregate Subbase/ Base by providing well graded material of nominal maximum size grading 80 mm as per Table 2.3 of IRC SP 77- 2008, spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by mix in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80- 100 kN Static Roller capacity to achieve the desired density complete as per specifications contained in Para 2.2, 3.6 and 3.7 of IRC SP 77-2008.

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 (By Mechanical Means with 1 km lead)

Prime coat (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.)

Bituminous Macadam with Warm Mix Technology Providing and laying Bituminous macadam with the use of asphalt mixing plant using crushed aggregates of grading as per Table 500.4, premixed with bituminous binder and warm mix additive, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504 using the Warm Mix (WMA) Asphalt Technlogy as per IRC:SP: 101-2009. (Bitumen VG-10 @ 3.3% of the weight of mix and warm mix additive @ 0.4% of the weight of bitimen have been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD :with Bitumen VG-30

Tack coat 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.

Bituminous Concrete with Warm Mix Technology Providing and laying Bituminous Concrete with 60-90 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder and warm mix additive @ 0.4% by weight of bitumen, 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 MORTH specification clause No. 509 complete in all respects :for Grading-II (bituminous binder @ 5.4 % of mix)

Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) Seal Coat - Type A

Providing and laying of WAF (formerly IAAF) approved FULL PUR Synthetic Athletic track surface of minimum 15mm thickness in the normal stress areas including markings as per the specificaton / requirements laid down by IAAF and as per direction of the Eingeer-in-charge. The track needs to be IAAF Class II certified. The Product should be European/American/Australian and India origin. The track should be installed in supervision of an installation team of the manufacturer who have experience in such installations in India or any other country in the world for at least 1 IAAF Class II certified tracks with same product. The tenderer have to submit the proof of the same along with the technical bid. The product should be Porplastic/Reckortan/BSW/KDF/Mondo.

Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).

Removing the excavated stuff to a distance not exceeding 50m and lift upto 1.5m excavated surface levelled and neatly dressed, disposed earth to be levelled after breaking clods and neatly dressed as per specification. All excess materia shall be removed from site complete.

Shaping the ground to the desired shape by giving minimum slope of </=0.2% lateral gradient towards the drain lines

Preparation and consolidation of subgrade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidation with road roller including making good of the undulations etc and re-rolling the subgrade and disposal of the surplus earth with lead upto 50 meters.

Providing and laying of 250 GSM non-woven Geo-textile manufactured from high quality Propylene staple fibers on the prepared sub-grade with an overlap of minimum 300mm and an extra overlap at the edge with min 300mm includng all wastage etc. Each roll of the Geo-textile should be of min 3.8m width and length covering the entire width of the ground.

Supplying and stacking at site.63 mm to 45 mm size stone aggregate

Supplying and stacking at site.53 mm to 22.4 mm size stone aggregate

Supplying and stacking at site.Stone screening 11.2 mm nominal size (Type B)

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 compacting to the required density .

Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)

Supply and installation of FIFA PRO Quality and FIFA Quality sports artificial turf manufactured in USA/Europe/Australia. The manufacturer should be having a FIFA Licensee certificate. The turf pile height of minimum 60mm Monofilament Straight yarn structure, Dtex minimum 14600/6, Pile height 60mm +/- 1mm, gauge 3/4 inch, infilling of silica sand at ratio of 30Kgs/Sqm & SBR Granules at the ratio of 6Kg/Sqm infill as FIFA standard. Installation of Turf should be done using a seaming tape and suitable PU adhesive. Adhesive TDS should match the following basic properties: colour and form: Green grass paste, Characteristics: 2 component, polyurethane - reaction adhesive for outdoor use, specific gravity: 1480g/litre, adhesive viscosity: thixotropic, solid: 100% application: notched trowel or by suitable machine for applying to seaming tape. All line markings for the goal lines and center line to be pre-tufted and all other line markings to be done with white turf.

Supply and fixing of FIFA standard football goal post with 100mm ourter dia 3mm thick MS Round pipe of Apolo/Jindal/TATA make with standard nets

Supply and fixing of FIFA standard football Corner Flags

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C. grade M 20 Nominal mix (1:2:4)

Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 In 1:4 Cement mortar

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m)R.C.C grade M 20

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no. 1.6)

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil. Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia

Providing and laying PVC slotted pipe 150 mm dia as per IS: 12818 with PVC Jointed with ) including testing of joints etc. complete :150 mm dia. P.C.C. pipe

Supply and fixing of Sports Equipment material for Conducting Various events as per World Athletic approved. All Track equipments should meet the technical requirement for use in international Athletic Competitions.

Pole vault boxes with cover. The pole vault box should be of welded stainless steel construction with blanking boards made of aluminium. The pole vault box should be having sockets at the bottom for drainage of water. It should be World Athletics Approved.

Take off board for long jump and triple jump. The take off board should be made of solid wood with welded aluminium tray to protect the take-off area and facilitates for easy replacement of take-off baords and plasticine board. It should also have a heavy duty aluminimum blanking lid. It should be World Athletics Approved.

Shotput Rings. It should be made of heavy duty aluminium and can be folded in 2 parts. World Athletics Approved.

Hammer cum discuss ring. It should be made of heavy duty aluminium and can be folded in 2 parts. World Athletics Approved.

Discuss ring. It should be made of heavy duty aluminium and can be folded in 2 parts. World Athletics Approved.

Aluminium Kerbing. It should be made of heavy gauge aluminium with a box profile top. It should be having 10mm tall ribbed feet to keep it fixed in place. It should be anodized finish and World Athletics approved.

Water Jump hurdle for steeple chase. The barrier beam should be made of 100mm x 100mm Steel Tube and covered with water proof plywood. The base legs must have spring loaded snap-lock system for height adjustment. There should be 3 height adjustments. World Athletics Approved.

Hammer cage with sockets. The hammer cage should consist of 6 heavy duty 113 x 113 x 5 mm thick hot galvanised MS pipe of 7 mtr high poles and 8 poles with 10mtr high of 132 x 132 x 8mm thick and 2mtr wide door. The net should be machine knitted with 40mm square mesh, 5mm thick and UV stabilized colour. World Athletics Approved.

Discuss cage with sockets. It should be made of heavy duty square steel tube of 92mm x 92mm and hot galvanized. The poles should be such that they can be detached from the centre for easy transportation and hinged for easy lifting during installation. All the poles should be bound together with tie bars. The net should be of 40mm square mesh and 5mm thick and UV stabilized. Steel tube should be used at the top to avoid sagging. World Athletics Approved.

Supplying of Following Sizes of 1.1 KV Grade Multicore Aluminium Conductor XLPE Power Cable Insulated armoured cable conforming to IS:7098 (Part - I) or as per Relevant IS Code complete with all Amendments etc and should be NABL certified as required.

3.5 C X 25 Sq.mm Al. XLPE arm.

4.0 C X 10 Sq.mm Al. XLPE unarm.

Laying of One Number PVC Insulated And PVC Sheathed / XLPE Power Cable of 1.1 kV Grade of Following Size Direct in Ground Including Excavation, Sand Cushioning, Protective Covering and Refilling the Trench etc. as required.Upto 35 sq. mm

Supplying and Making End Termination With Brass Compression Gland and Aluminium lugs for Following Size of PVC Insulated and PVC Sheathed / XLPE Aluminium Conductor Cable of 1.1 kV Grade as Required.

3½ X 25 sq. mm (28mm)

4 X 10 sq. mm (25mm)

Providing and laying non pressure NP2 class (light duty) RCC pipes with collars jointed with stiff mixtures of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete . 250 mm dia

Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required.200 mm dia (OD-200 mm & ID-175 mm nominal)

Supply of Flood Light High Mast Tower 30mtrs Installation and commissioning Including civil work (foundation & other allied works) at site each pole shall be supply with suitable foundation bolts, nuts and washers, instruction manuals & High Mast System Cross section of mast 20sided polygon & lighting finial Heavy duty hot dip galvanized lightning finial shall be provided for each mast ( 1 in Nos), The lightning finial shall be provided at the centerof the head frame (minimum length) in meters 1.2, Aviation obstruction lights shall be provided on top of each mast(1 in Nos). led vertical stand & Suitable length of earthing terminals shall be provided at a convenient location on the base of the mast, for lightning and electrical protection of the mast using 12mm dia SS bolts & wind loading as per IS 875:1987 part 3 latest gust factor 1.15 maximum wind load 50m/sec. the design life of the mast shall be in 25years, & Weather proof junction box shall be provided on the Carriage Assembly as required, from which the inter-connections to the designed number of the flood light luminaries and associated control gears fixed on the carriages shall be made, Ingress protection for Junction Box i.e. IP 55 Class,Cable connections from the top junction box tothe individual luminaries and cable shall conforming to IS: 694: 2010 latest & 3 no. of care, FRLS cable category, size of cable in 1.5sqmm,conductor material shall be copper & a suitable terminal box shall be provided as partof the supply at the base compartment of the highmast for terminating the incoming cable & At the top there shall be weather proof junction box to terminate the trailing cable & The system shall have in-built facilities for testing the luminaires while in lowered position,Electric cables shall used in the high mast system shall be ISI Marked. The trailing cable (from base compartment to topof the mast systemjunction box )conforming to IS:7098 (Part 1):1988 latest.No. of cores 5,Size of cable (in Sq.mm) 2.5,Cable shall be unarmoured & conductor material shall be copper. Feeder pillar panel for each mast & Feeder panel shall be suitable for 415 V, 3 phase, 4 wire, 50 Hz, AC & The control panels shall be Stand mounted,Ingress protection for feeder pillar panel i.e IP55 Class,It shall be fabricated out of 14 SWG CRCA sheet steel Thickness of sheet (in 2mm) & Panel shall be provided with incoming & outgoing MCCB / MCB of appropriate rating and in desired quantity depending on total no of circuits in use & The incoming powercable (from feeder panelto base compartment) conforming to IS:7098 (Part 1):1988 latest,the conductor material shall be copper, cable category 1, led flood light 16no. of luninaires for each high mast pole,Photo biological safety of LEDs used shall be as per IS:16108/2012(exempt group), LED Rating/System Wattage/Rated Power for each luminaire 350W,Luminaire System efficacy (Lumen/watt) >/= 100 Lm/Watt, Ingress Protection (IP Rating) as per IS:10322 (Part 1) :1982 latest IP65, Colour temperature 6000K (+/- 500K),Working life for LED (Minimum 50,000 burning hours as per LM-80report), Short circuit Protection,Over load protecton,Over Voltage protection,The entire housing (both LED section and driver section) shall be dust and water proof protection as per IS:10322 (Part 1):1982 latest_IP66, LED Make OSRAM/ NICHIA/ CREE/ SAMSUNG/ SEOUL/ LUMILED/PHILIPS/EDISON/HAVELLS.Complete with all accessories & footing with civil work at site as Required.

VKJ Projects Pvt. Ltd.

M/s Gautam Construction