Oxygen park Atal Sarovar Beautification work

Construction of Atal Sarovar

Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift : DSR No-2.2.1 All kinds of soil

Supply and filling in plinth with sand under floors, including watering ramming, consolidation and dressing complete. DSR No. 2.27

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources DSRNo-4.1.8

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) DSR No-4.1.2

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 DSR No-10.2

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. 16.70.1 Made of G.I. wire of dia 4 mm DSR No-16.70

Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift : DSR No-2.2.1 All kinds of soil

Supply and filling in plinth with sand under floors, including watering ramming, consolidation and dressing complete. DSR No. 2.27

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources DSRNo-4.1.8

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

1:1.5:3 ( 1 cement 1.5 Coarse sand (zone-111) drived from natural sources :3 graded stone aggregate 20 mm nominal size derived from natural sources DSR No. 5.1.2

Centering and shuttering including strutting propping etc. and removal of form work for Retainng walls, return walls, walls(any thckness) including attached pilasters, buttressses, plinthj and string courses fillets, kerbs and steps etc. 4.3.2

Steel Reinforcement for R.C.C work including straigthening , cutting , bending ,placing in position and binding all complete upto plinth level. DSR No. 5.2.2.1

Supply of approved manfactures and fixing of 80mm thick rubber molded interlocking paver block of minimum compressive threnght kg. Per sq.m respectively made of concrete mixture 1:11/2:3 of approved make shape in all of complete work at per direction of I.R.C. in all of the work labours and materials T.N.P. etc required for proper completion of the work at site.

Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift : DSR No-2.2.1 All kinds of soil

Supply and filling in plinth with sand under floors, including watering ramming, consolidation and dressing complete. DSR No. 2.27

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources DSRNo-4.1.8

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) DSR No-4.1.2

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. DSR No-10.16.1 Hot finished welded type tubes

Supply and filling in plinth with sand under floors, including watering ramming, consolidation and dressing complete. DSR No. 2.27

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources DSRNo-4.1.8

1:1.5:3 ( 1 cement 1.5 Coarse sand (zone-111) drived from natural sources :3 graded stone aggregate 20 mm nominal size derived from natural sources DSR No. 5.1.2

Centering and shuttering including strutting propping etc. and removal of form work for Retainng walls, return walls, walls(any thckness) including attached pilasters, buttressses, plinthj and string courses fillets, kerbs and steps etc. 4.3.2

Steel Reinforcement for R.C.C work including straigthening , cutting , bending ,placing in position and binding all complete upto plinth level. DSR No. 5.22.1

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) D.S.R. No.6.1.1

40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. 11.28.1 Red sand stone

Supply & fixing of 7 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130 mm and base plate 12mm thik) having 3mm thikness with singke arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & backfilling and Required T&P completee in all respect.

Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.

Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete inall respect. The armouring of the cable shall be properly connected with the earth as per direction of Engineer- Incharge.

Supply and wiring of submain with two number 2.5 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia. heavy guage rigid steel conduit on surface, with one number 14 SWG copper earth continuity wire etc, complete in all respect.

S&F surface/flush mounting 4 ways SPN distribution board with additional metal door without MCB complete in all respect, as directed at site by Engineer in charge

Supply and fixing of M.S. box of size 600mm x 480mm x 200mm deep in sunk for housing BDB/TPN fabricated from 16 gauge M.S. Sheet and 13mm x 2.5mm flat iron etc. painted outside with red oxide primer and inside with synthetic enamel paint complete in all respect.

S&F of 6 Amp to 32 Amp. SPMCB (10 KA) C Curve

Incoming 315 Amp. TPN-1 No Outgoing (a) 100 Amp. TNP-3 Nos Cat. B. Cubicle Type

Supply and burrying of 75 mm Dia 3 Mtrs. Long Electrode casted with maintenance free, conductive concrete, non corrosive mixture ( Ultra low Resistive carbon 0.001 ohm/Mtr) in the ratio of 3:1:1 (marconite : cement : water) on M.S. Rod wiih hole (16 mm diameter X3 Mtrs ) will be vertically installed for earthing with 1 Mtr G.I strip (25 mm X 2.5mm) connected with SS nut bolt. The earth electrode will be installed into the 100 mm pit up to 3000 mm depth. noraml soil will be used as backfill material.

S&F of 100 A. 415 V Heavy Duty Double Break HRC fuse type metal clad TPN complete with HRC fuse etc. on angle iron frame complete in all respect.

Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 100 to 120 Watt. Confirming to IP 65 protection complete in all respect.

Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect.

Supply and fixing of granite stone withe letter writting of boards in completed one job.

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