Tender for Relaying of Synthetic Hockey Turf

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 10 Kms upto 50 Kms for all lifts involved. Rate upto 5 Kms

5 Kms to 10 Kms (To be paid 18.53/KM)

10 Kms to 20 Kms (To be paid 15.08/KM)

Beyond 20 Kms to 50 Kms (To be paid 12.14/KM)

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.

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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Medium shade pigment using 50% white cement 50% Grey cement

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

Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done.

Repair to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of engineer-in-charge.

Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm

Demolishing stone rubble masonry 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

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.50 Kg / sqm

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. Made of G.I. wire of dia 4 mm

Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.

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.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 32 mm nominal dia Pipes

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore

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.

Removal of existing Synthtetic hockey surface with rubber shock pad & disposal of the old unserviceable synthetic material lead upto 50 meters including all costs, loading & unloading, carriage by mechanical means etc. complete.

Removal of the existing bituminous concrete layer upto 30 mm by milling machine to correct the ground gradient as per the latest FIH guidelines & removal of the unserviceable material from the site as per direction of engineer in charge includin all cost. Loading and unloading carriage by mechanical means etc complete.

Providing and laying Bituminous concrete Strictly As per FIH Guidelines under the superivision of Turf manufacturer representative/ 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 equipped 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 per specification, complete and as per directions of Engineei-in- Charge.50mm 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.

Supply and installation of FIH Approved Latest Green Technology Synthetic Hockey Turf “Poligras Paris GT” of the highest quality standard, fully glued to the 10mm cast in situ shock pad of the highest quality standard, which is used in FIH international competitions like Olympic Games, World Cups, Championships, etc. from a FIH preferred supplier of European, American, or Australian origin and laid by a FIH Certified Field Builder on prepared bituminous surface as per the FIH rules and Standard. The Scope includes field testing by FIH accredited laboratory and category 2 certification, complete as per following specification. Pile Height 11mm Total Product Weight g/m2 - 2,920 g/m2 Machine gauge 3/16“ Stitch Rate 43 per 100mm Yarn Weight 1,850 g/ m2 No. of Tufts (m2) 90,900

SITC of Dug out with 11 Seating Capacity with body made of SS -304, covering with Polycarbonate Sheets of approved shade with special turf wheels for movements etc as per directions of Engineer In Charge.

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, ete i/c cost of cartage. all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.

Supply and installation of fully computerized, automatic and single key operation pop-up sprinkler system specifically designed VP "Perrot" for synthetic sports hockey surfaces including all fittings and accessories, HDPE pipe dia 160/110 MM class per 100 grade 12.5kg/cm2.

Supplying and installation of 50 H.P. coupled pumping set with electronic controller make like Grundfos/ KSB/ Calama etc. or equivalent, making connections suitable for T. W/ D.C.B./ open well. The job includes screwing and welding of flanges on GI B-class riser pipes, installation of complete fittings and accessories with riser pipes, jointing of electrical cable and other connections. Layout of the same along with details of product is to be got approved by engineer.

Removing of existing Drain Cover and re fixing after re-laying of Hockey turf including cleaning and minor repair work of Drainage System as per directions of Engineer - In -Charge

Development of tubewell in accordance with IS 2800 part-1 and IS 11189 to establish maximum rate of usable water yield without sand content beyond permissible limit with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level and drawdown by step drawdown method collecting water samples and getting tested in approved laboratory including disinfection of tubewell all complete including hire and labour charges of air compressor, tools and accessories etc all as per requirement and direction of Engineer in charge.

Supplying, assembling, Lowering and fixing in the vertical position borewell, ERW(Electrical Resistance Welded) FE-410 plain Slotted (Having slot of size 1.6/3.2 mm) mild steel threaded and socketed/plain well welded pipe(Type A) of required dia, conforming to IS 8110, of reputed and approved make, having wall thickness not less than 5.40 mm including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture including hire and labour charges, fittings and accessories all complete, for all depths, as per Direction of engineer in charge.

Providing and fixing suitable size threaded mild steel cap or spot welded plate to top of borewell housing/casing pipe removable as per requirement all complete of borewell.

Providing and fixing of MS clamp of required dia to top of borewell housing/casing pipe, as per IS 2800(part-1) including necessary bolts and nuts of required size complete.

Providing and fixing of Bail plug/Bottom plug of required dia to bottom of pipe assembly of tubewell as per IS:2800 (part-1).

Geophysical investigation at site for sinking borewells for Providing drinking water to the habitation either through the Hand Pump MWS or P.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergers's method, including reconnaissance survey of geological formation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top unconsolidated formation including an extra depth of 1.0 metre in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc. NOTE: 1) Additional rate on item 1&2 is allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M - 15%, b) Above 30 M - 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level). 2) A sum of Rs. 100/- is to be deducted for Dry Borewell towards yield test. etc. complete (Area specific Loading added)

Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes, collars and cap with necessary cutting, threading and welding including transportation of rig and supporting vehicle, crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour (Excluding cost of casing pipes, collars, cap etc., mplete ) (Above 450m of drilling add 10% for every 50m depth) (Area specific loading added). 0-50

Supply, delivery, installation, testing, commissioning of vertical centrifugal submersible pump of 12 HP capable of pumping 335 LPM against and approximate total head of 40m from all causes, including providing 4 Cx4 sqmm 440V flat core double sheeted water proof submersible cable, Water Delivery HDPE pipe, star delta starter, control panel with dry gun preventer, overload protection and back protection and capacitor as required, installed inside a weather proof kiosk with locking arrangement of approved design near borewell including making necessary electrical connections from the main to the starter panel and from starter panel to pump.including providing and fixing gun metal gate valve and non return valve of 50mm nb on delivery side of pump.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm depth 1.5 m in width or 10 sqm on plan), including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width or 10 sqm on plan), including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m & lift upto 1.5 m. Hard Rock (Blasting Prohibited)

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.

Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30 cm girth upto and including 60 cm girth

Demolishing stone rubble masonry 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

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand: 12 graded stone aggregate 20 mm nominal size) upto plinth level with: Cement mortar 1:6 (1 cement: 6 coarse sand)

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix)

Providing & laying in position cement concrete of specified grade excluding cost of centering shuttering- All work upto plinth. 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)

Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete. All works upto plinth level. Concrete of M30 grade with minimum cement content of 350 kg/cum

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 of grade Fe-500D or more.

Centering and shuttering including strutting, propping etc. and removal of form for: walls (any thickness) including attached pilasters, buttresses, plinth & string courses etc.

Suspended floors, roofs, landings, balconies and access platform

Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof.

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc complete. 300 mm dia R.C.C. pipe

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space betiveen protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.

20 MM Cement Plaster of Mix: 1:6 (1 Cement:6 Coarse Sand)

Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement: 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (l cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal sipe) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design: With common burnt clay F.P.S.(non modular) bricks of class

Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5: 2 (5 parts integral crystalline slurry: 2 parts water) for vertical surfaces and 3: 1 (3 parts integral crystalline slurry: 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage For vertical surface two coats (@ 0.70 kg per sqm per coat

For horizontal surface one coat @1.10 kg per sqm

Providing and fixing gun metal non- return valve of approved quality (screwed end) : 80 mm nominal bore

Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) : 100 mm dia C.I. Double Flanged Pipe

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement. trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 100 MM Nominal Pipes

Providing & fixing of Gl tee, Nipple, valve, union including all fittings & labour etc GI R Tee 110mm x 90mm

Gl Nipple 110mm

110 mm nominal bore gun metal vavle with Cl wheel of approved quality

110 mm nominal bore Gl union in Gl pipe including threading pipe & long screw

Supply, installation, testing, and commissioning of an outdoor LED Score Board with a minimum brightness of 5000 nits, measuring 10 ft x 12 ft. The system shall include a high-performance LED controller, video controller (XM CTRL U4), CMS server and client licenses, and multi-game software for versatile sports display. The LED board will feature a pixel pitch of 7.67 mm, pixel density of 22,500 pixels per square meter, copper bonding wire, and an aluminum cabinet with ingress protection rated at IP66 for the front and IP-rated protection for the rear. The display shall support data processing of 14–16 bit, a refresh rate of ≥3840 Hz, and a contrast ratio of 5000:1. Power consumption shall not exceed 560 W/sq.m (maximum) and 220 W/sq.m (average), with power distribution managed via XProtect-40 Smart DPU. Accessories shall include CVT10 fiber optical converter and XProtect-40 Smart DPU. Standard input ports will include DP x1, HDMI x1, and DVI x2, while output ports will consist of LED Out x16, HDMI Out x1 (monitor), and Fiber Out x2. Control interfaces shall include Ethernet, USB Type-B, and RS232. The scope also includes MS structural support with pole, civil works and foundation, complete installation, fixing, testing, transportation, and packaging.

Checking the earthing system and replace the damaged earth pit and earth system