Construction of 2 Nos. Tennis Courts with Synthetic acrylic outdoor sport surface (ITF category-3) at CCS HAU, Hisar. (including EI work)

Amount

Civil work 1 to 30:- Earth work excavation in ordinary soil exclusive of compensation of earth- {HSR 6.2(b)} a. earth-work undressed with a combined lead upto 15 metres including breaking of clods

Dressing of earthwork :-new work or remodelling work {HSR 6.3(i)}

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)

Cement concrete 1:8:16 with stone aggregate 40 mm nominal size in foundation and plinth.{HSR 10.28}

First class brick work laid in cement sand mortar 1:4 in foundation and plinth (HSR 11.4)

Damp proof course 40 mm thick of cement concrete 1:2:4 using stone aggregate with excluding 2 coats of bitumen1 laid hot and sanded. {HSR 10.114 (-) Note}

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in foundation and plinth (HSR 10.41)

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in first storey upto 4 metres above plinth level (HSR 10.59)

12mm thick cement plaster 1:5 (HSR 15.6)

15 mm thick cement plaster 1:5 on the rough side of single or half brick wall (HSR 15.11)

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 (HSR 16.3)

Applying priming coat with metal primer on new steel or iron work including preparation of surface (HSR 16.9)

Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces (HSR 16.25)

Providing two coats of exterior acrylic emulsion paint (HSR 16.79) (b) 1st quality

Providing and applying two coats of white cement based putty over plastered surface and grinding the surface smooth with sand paper to get an even and smooth finish including cost and carriage of all material, labour charges, scaffolding, sundries etc., complete (J.K/ Birla make). (HSR 16.81)

Centring and shuttering for corbel, parapets, fascias and other similar items, including edges. (HSR 9.11)

Preparation of sub grade including trenching, rough dressing of spoil, final dressing of earth, to give levels and camber, watering, rolling with road roller, and compacting the bed. (HSR 24.1)

Providing and fixing 2" dia class 'B' or any other size G.I pipes as vertical posts for holding GI interlocked fencing (excluding element of GI interlocked fencing) & making gates, GI wires/ MS flat hooks, base plate etc. including welding and granding the joints wherever required, fixed in position, complete in all respect as per drawing & design and as per instruction of Engineer-in-charage. (NS)

Providing and fixing GI interlocked/ chain linked fencing of size 2"x2" made of 10 gauge wire fixed with GI wire/ MS flat hooks with GI pipes posts (excluding the element of posts) including cutting, drilling holes etc., complete in all respects as directed by Engineer In charge. (NS)

Construction of granular sub-base Grade-II by providing well graded material of 150 mm thick, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site spreading in uniform layer of specified compacted thickness with motor grader on prepared surface and compacting with smooth wheel vibretory roller to achieve the desired density including material, labour, plant and machinary and equipments etc., Complete as per technical specification clause 401 of MORTH and as directed by Engineer in charge (NS)

Construction of granular sub-base Grade-III by providing well graded material of 150 mm thick , mixing in a mechanical mix plant at OMC, carriage of mixed material to work site spreading in uniform layer of specified compacted thickness with motor grader on prepared surface and compacting with smooth wheel vibretory roller to achieve the desired density including material, labour, plant and machinary and equipments etc., complete as per technical specification clause 401 of MORTH and as directed by Engineer in charge. (NS)

Providing and laying Wet Mix Macadam (as per MORTH specification clause-406) in two layers of 75 mm each using machine crushed chips as per required gradation mixing with required optimum quantity of water conveying the mix to site and spreading to grade and camber with mechanical grader consolidated by vibratory road roller including material, labour, plant and machinary and equipments etc. complete and as directed by Engineer in charge. (NS)

Providing and applying primer coat using bituminous emulsion, over prepared surface of WMM with a temperature between 20 - 60 deg. C and applying a uniform coat with the aid of self propelled bitumen pressure spraying bar with nozzles of constant volume of pressure system @10Kg/10Sqm including all materials, labour, machinery with all leads and lifts etc. complete as directed by Engineer in charge or as mentioned in tech spec. (NS)

Providing and applyying tack coat at 0.5 kg/m2 on exiting ashphalt surface of paving grade bitumen of VG-30 as per IS -73 2006 and as directed by EIC after cleaning of surface but prior to final seal coat or as detailed in tech spec. (NS)

Providing & laying 40mm thick (consolidated average thickness) ashphalt concrete/Semi dense bituminous macadam carpet and bitumen at 5.5 % by weight of total mix(As per MoST specification now MORTH) for binder by hot mix and hot laid process including heating the bitumen & aggregate by continuous batching hot mix plant and spreading the same by self propelled mechanical pavers finisher, consolidating with power Vibrating roller including cost of all materials, tools, consumables, labour, preparation of surface etc. complete as per specifications and as directed by Engineer in charge. (NS)

Providing & laying 20 mm seal coat using crushed stone dust as per gradation at 0.09 Cum. / 10 Sqm. in each single layer and bitumen at 7 % by weight of total mix for binder by hot mix and hot laid process including heating the bitumen and aggregate by continuous batching hot mix plant and spreading the same by self-propelled mechanical pavers finisher, consolidating by power roller including cost of all materials including bitumen, machineries, equipments, tools, consumables, labour, preparation of surface etc. complete as per specification & as directed by Engineer in charge. (NS)

Providing, constructing, and laying rain gutter for effective drainage on one side each for twin tennis court as per site conditions at a depth around 0.25 m on slope 1:120 with MS grating on top or as per EIC instruction mentioned in tech spec. (NS)

Providing and laying Shynthetic acrylic outdoor sport surface for tennis courts consisting 11 or more layers cushion system.Product shall have catagory -3(Medium court pace rating) classification from ITF. The colour combination- inside: US Open Blue & Outside : Olympic Blue or any other color as approved by Engineer-in-charge. The full system will consist of 11 layers as under :- (i) One coat of Bio cum Primer @ 20 grms. per sqft. (ii) One coat of Deco Resurfacer @ 73 grms. per sqft. (iii) Two coats of Deco Turf Course Cushion Coat @ 127-128 grms. per sqft for each coat. (iv) Three coats of Deco Base II @ 175 grms per sqft for each coat. (v) One coat of Deco Base I @ 50 grms per sqft. (vi) Two coats of Deco Color Textured @ 30ml per sqft for each coat. (vii) Finally one coat of Deco Color Non-Textured @ 15ml per sqft. Including sand and cleaning agent for Asphalt Surface prior to laying of Shynthetic acrylic outdoor sport surface, complete in all respect as per instruction of Engineer-in charge and manufacturer recommendations and nothing shall be paid etc, refer tehnical specifications for further details. (NS)

Line marking of the tennis court as detailed in Technical specifications. (NS)

Providing and fixing removable tennis poles of size 75 mm x 75 mm MS tube of 10 guage. The PU spray coated and in built gear box in square MS pipe. The height of the pole is 3'-2" from the ground level tournament grade - twin twisted 2.5 mm thick with 45 mm x 45 mm opening length 13.5 m , height 3'-2" or as detailed in technical specifications. (NS)

Electrical work 31 to 57:- S/E of PVC copper insulated and sheathed 3 core circular flexible wire :- (HSR 31.9 (ii)(d)) Size 2.50 sqmm ( 48/0.20mm )

S/E of MCBs/isolator 240/415 V in existing distribution board including making necessary connections :- (HSR 31.17) (iii) 40 to 63 amp. MCB SPN

Earthing (i) Earthing with G.I earth pipe 4.5 mm long and 40 mm dia with masonry enclosures on the top etc as required. (HSR 31.22)

(ii) Extra for using salt and charcoal/coke for for pipe earth electrode as required.

(xii) Pdg. and laying earth connections from earth electrode with 4.00 mm dia G.I wire in 15 mm dia G.I. pipe from earth electrode as required.

(xvi) Pdg. and fixing 4.00 mm dia G.I. wire on surface or in recess for loop earthing as required.

S/E of underground cable 1 mtr below ground level complete with necessary connectons :- (HSR 31.25) (v) 16sqmm 4 Core Cable (Unarmoured)

(xxvii) 50sqmm 3.5 Core Cable (Unarmoured)

S/E of underground cable loose in existing pipe or trenches complete with necessary connectons :- (HSR 31.26) (v) 16sqmm 4 Core Cable Unarmoured

(xxvii) 50sqmm 3.5 Core Cable Unarmoured

Supply and erection of suitable compression type brass Cable glands for underground Cable:- (HSR 31.28) (ii) 10 Sq mm to 16 Sq mm cable 2 to 4 Core

(iii) 25 Sq mm to 50 Sq mm cable 2 to 4 Core

Bus Bar chamber Copper Supply and erection of metal clad bus bar chamber made from 1.6 mm thick M.S. sheet fixed with rag bolts on wall or on existing pedestal/angle iron frame including bonding to earth, detachable top and bottom painting and necessary connections etc. (Copper bars duly tinned) {HSR 31.31(a)(ii)} (ii)100 amp.4 bars of 55 cm each (cross Section 25 mm x 3 mm), chamber over all size 60 cm x 45 cm x 18 cm

Pedestal (ii)M.S. Pedestal of size 750mm wide, 1200 mm high 300 mm deep and bottom totally open, duly embeded in cement concrete block of size 900 mm x 450 mm x 200 mm above ground level duly plastered with 12 mm thick 1 : 4 cement plaster, having a base of size 1050 mm x 600 mm x 250 mm below ground Level. (HSR 31.33 (ii)

Supply and erection of aluminium lugs Heavy duty including crimping etc. upto the entire satisfaction of the Engineer-in-charge of the work:- (HSR 31.35) (d) 16 Sq mm

(g) 50 Sq mm

Supply, installation testing and commissioning of wall/free standing floor mounting dust & vermin proof compartmentalized cubical panel made out of 2mm thick CRCA sheet, required hardware 3mm thick Bakelite sheet provided all along the bus bar and cable alley separating switches compartment and supporting suitable channel duly painted by 2 coat of Zinc/Red oxide primer followed by 2 coats of powder coating in grey or required shade after rinsing. The panel having PU/Neoprene rubber gasket of not less than 3mm thickness separate detachable gland plate MS base channel hinged door with inter locking arrangement for equipment/switch wear. Transparent acrylic sheet shall be provided in front of bus bar compartment to prevent direct access to bus bar Bakelite sheet 3mm thick for separately cable alley to BBC from switch chamber extended solid copper bars upto cable alleys shall provided for outgoing connection which shall be paid as extra items. Side walls and cable alley compartments shall be having bolted type doors with detachable extension type structure. The panel will be complete with control wiring (copper) and fuse protection (Only outer area on all sides shall be measured)( HSR 31.63 )

Supply and fixing of copper bus bar duly tinned by means of SMC/DMC type insulator high tensil nuts and bolts spring washers fixing to same in existing panel including bending, cutting in required shape etc.( HSR 31.64 )

Supply and erection of MCCB single pole / 4 pole on wall on existing pedestal including bonding to earth and making necessary connection reuired to complete the job in all respect. (HSR 31.69) (iv)4 pole MCCB 6 to 63Amp

(v) 4 Pole MCCB 100Amp

S/F of rotary handle for ON/OFF operation of existing MCCB in the LT panel including fixing the same in position with all labour and material requitred to complete the job in all respect. (HSR 31.66) (i) Rotary Handle upto 125A MCCB

HDPE Pipe S/E of Double Walled corrugated DWC HDPE Pipe laid 1 mtr Below Ground Level i/c digging refilling of earth i/c the cost of labour and material required to complete the job in all respect upto entire satisfaction of EIC (HSR 31.67) (i) HDPE Pipe 63/50mm OD/ID

Octagonal Pole S/E of Hot Dip Galvanised octagonal pole of 3mm thickness with base plate i/c cost of nut and bolts and all acc. As supplied by manufacturer i/c cost of foundation accessories. The foundation Bolts as per manufacturer design shuld be hot dipped galvanised pole complete with door locking arrangement. Terminal plate consisting of 2 Nos 100A 4 pole neutral links i/c connection etc. with connecting arrangement for 2 Nos. MCB Kit Kat ic cost of RCC 1.53 for foundation size 0.7*0.7*1.8M with min. 8 nos. 12mm dia longitudinal MS reinforcement rods with rings of 8mm dia not more than 200mm CC for fixing the pole i/c the cost of labour and material required to complete the job in all respect upto entire satisfaction of EIC (HSR 31.68) (iv) 10mtr Long Pole with top dia 70mm and bottom dia 175mm with base plate of size 275*275*16mm

S/E of Top mounting galvanised mounting bracket shall be on octagonal poles for installation of 6 nos. lumanaries on single pole complete with all petty material to complete the job in all respect.(NS)

S/E of LED street light of system voltage≤ 400 watt IP66 multiple LED with lens optics and pressure die-cast aluminium housing for effective thermal management. Total system lumen≤400 watt LED should be 6500 or above in cool day light 5700K lumen efficiency ≥48000lm/w PF≥0.95 with connections on existing street light/PCC Poles i/c 3 year defect liability period and free replacement in case of non functioning of the light fixture. (NS)

Supply and erection of ON/OFF system for court light having contactor FP 25Amp suitable capacity with ON/OFF push button control on court weather proof L&T Make for switching of lights and all petty material required to complete the job in all respect (NS)

M/S JMD CONSTRUCTION

GIRDHARI LAL & SONS SPORTS PVT.LTD.

SPORTS FACILITIES CO PVT LTD