Converting the existing 400 Metre track into Synthetic track surface including preparation of sub base, drain, chain link fencing, water supply lines, recharge well and electrical installations etc at BTC, ITB Police, Bhanu Panchkula Haryana

Civil Item rate work

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 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 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-incharge. All kinds of soil

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

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

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.

Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil

Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete.

Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. All kinds of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.3 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)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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)

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)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 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 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete.

Centering and shuttering including strutting, propping etc. and removal of form for 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

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.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)

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.

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works

Providing and fixing 40 mm dia G.I. pipe (Medium) in post and strut of required size i/c welding M.S. flat 30x6 mm at bottom and drilling holes up to 10 mm dia in pipe and M.S. flats etc. copmlete as per direction of Engineer-in-charge.

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

12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)

6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)

Neat cement punning.

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work

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 earthwith lead upto 50 metres.

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 W.B.M. @ 0.75 Kg / sqm

Providing and laying Bituminous concrete 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, level and alignment 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 Engineer-in-Charge. 40/50 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.

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, PVC coated to achieve outer dia not less than 5 mm in required colour and shade

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. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30

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 paverfinisher 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.

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 25 mm dia nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 50 mm dia nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 80 mm dia nominal bore

Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 50 to 80 mm nominal bore

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

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 80 mm nominal bore

Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm 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 designation 7.5

Constructing masonry Chamber 90x90x100 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 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) 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 designation 7.5

Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 25 mm diameter pipe

Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 50 mm diameter pipe

Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 80 mm diameter pipe

Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work : 50 mm diameter pipe

Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work : 80 mm diameter pipe

Providing and fixing in position Precast RCC (1:1.5:3) horizontal grating with 5050x5mm angle iron frame of size 500x450x50mm thick of approved quality in periphary drain as per design & direction of engineer-in-charge.

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 M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar

Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Extra for depth beyond 45 cm of brick masonry chamber : For 500x700 mm size With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : Kickers (320 mm wide, 5 mm thick)

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. All types of soil, 300 mm dia

Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia

Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia

Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge.

Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.

Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 150 mm dia

Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 150 mm dia

Horticulture Work

Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).

Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16 mm

Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid eparately).

Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge

Synthetic Athletic Track

Providing and laying Synthetic Athletic Track with full PUR system (VOC free) with a minimum thickness of 15 mm. Materials must be approved product from World Athletics and certified for minimum 15 mm thickness and above, The firm should have completed at least five World Athletics (IAAF) Certified cast in-situ Synthetic Athletic Track with full PUR System including complete sub base in India with the same product and brand, during the last five years in their individual capacity and not as a Joint Venture. The firm should have completed Class-1 certified Synthetic Athletic Track from World Athletics (IAAF) atleast one out of five. Colour of the track: Terracota.

Normal Stress Areas with a minimum thickness of 15 mm of finished track surface.

High Stress Areas with a minimum thickness of 20 mm of finished track surface.

High Stress Areas with a minimum thickness of 25 mm of finished track surface.

Providing & fixing IAAF approved aluminium track kerb at the edges including WA/IAFF class II certification etc of the track as per direction of the Engineer-in-charge.

Electrical work

SITC of 25-meter-high GI hot dip galvanized stadium mast complete with working platform & head frame i/c cement concrete foundation as per OEM etc. as reqd.

SITC of 500-watt WIDE Beam/NARROW Beam fixture in extruded aluminum body & pc diffuser, LED type flood lights suitable for illuminating 400 meter standard athletics track etc. as required.

Supplying and laying of folowing size DWC HDPE pipe ISI marked along with all accessories direct in ground including excavation and refilling the trench but excluding sand cushioning and protective covering etc. complete as required.

90 mm dia (OD 90 mm & ID 76 mm nominal)

200 mm dia (OD 200 mm & ID 173 mm nominal)

Supplying &laying of following sizes of XLPE insulated and PVC sheathed power armored cable of 1.1 KV grade i/c end termination complete etc. as reqd.

3.5x70 sq. mm (Aluminum conductor) (for Poles)

3.5x185 sq. mm (Aluminum conductor) (main cable for FP)

16x2.5 sq.mm (Copper conductor) (for connection to light fittings).

Laying of 1 No. PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size in the existing RCC/HUME/METAL/HDPE DWC pipe as required.

Above 35 sq.mm and upto 95 sq.mm

Above 95 sq.mm and upto 185 sq.mm.

Laying of 1 No. PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size in the existing masonry duct/panel alley for construction etc. as required.

Above 35 sq.mm and upto 95 sq.mm

Above 95 sq.mm and upto 185 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.

3.5x70 Sq mm(36mm)

3.5x185 Sq. mm (57mm)

SITC of Power lift for maintenance of the high masts and flood light fixtures with SWL of 300 Kg etc. as reqd.

SITC of Feeder Pillar Type Cubical Control panel for controlling lighting luminaires to be illuminated for athletic track with switchgear complete as required.

Fabrication supplying installation testing commissioning of Outdoor type feeder pillar suitable for 3 phase 4 wire 50 Hz 415 Volt Ac supply of suitable size made out or 2 mm thick CRCA sheet with 50x50x6 mm angle iron frame work with 800 amp. 4 strip aluminimum bus bar, Bus Bar Colour Coated Heat Shrink Bus Bar sleave Nut-Bolt, Washer ,Hardware totally enclosed, weather prrof , dust & vermin proof with ventilation 7 louvers at the sides, front & back openable doors in two halves with locking arrangement, danger notice plate at the front & back i/c brick work foundation upto 30 cm above the ground level, removable gland plate min. 3mm thick at the bottom, earthing studs at both sides, duly powder coated, painting and treated with minimum 7 tank process etc. i/c supplying and fixing of following accessories complete as reqd. Power & Control Wiring will be (ISI 1100V) flame smoke FRLS PVC Single Core Copper Wire, Copper Lugs, PVC Sleeve, Ferruels Numbers etc.

LV COMPARTMENT:- The LV compartment with Degree of protection-IP65 designed for a 50 degree C ambient temperature, 35 MVA fault level. The panel is modular, dead front, freestanding, floor mounted and comprises the following equipments.

INCOMING

630 Amp FP MCCB, 35 KA (Ics= 100% Icu) with microprocessor releases (adjustable overload and Fixed short circuit rating) with overload, Short circuit protection & rotary handle - 1 No.

Multi Function Meter with display parameter of Voltage, Ampere, KW, KWH, KVA, Frequency, PF, phase angle and LED Cluster Indicating lamps and 2 Amp control MCB suitable size CTs - 1 set

BUS BARS

800A, TPN Aluminium Busbar suitable for with standing fault level of 50KA with heat shrinkable coloured sleeves i/c SMC/DMC bus bar supports at required intervals. (Current density shall be maximum 1.30 Amp /sqmm)

OUTGOING

125 Amp FP MCCB, 25 KA (Ics= 100% Icu) with Thermal magnetic releases (adjustable overload and Fixed short circuit rating) with overload, Short circuit protection & rotary handle - 8 Nos. (6 Nos. for 35 meter pole + 1 No. sprinkler panel + 1 No. spare)

Multi Function Meter with display parameter of Voltage, Ampere, KW, KWH, KVA, Frequency, PF, phase angle and LED Cluster Indicating lamps and 2 Amp control MCB suitable size CTs - 8 set

Earthing with GI earth plate 600 mm x 600 mm x 6 mm thich including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required

Providing and fixing G.I. tape 20 mm x 3 mm thick on parapit or on surface of wall for lightning conductor complete as required. (For Vertical run)

Providing and laying G.I. tape 32 mm x 6 mm from earth electrode directly in ground as required.

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