Municipal Corporation-MC has published Construction Of Smart Park At Gopalpur Nac. Submission Date for this Tender is 28-01-2021. Landscape Tenders in Gopalpur Odisha. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of Smart Park at Gopalpur | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Land Scapping with Greenery and Air Purifing Plant | 1 | Cum | |
| 2 | 2 | Natural Lawn Grass, Usage: Playgrounds, Parks | 2070 | Cum | |
| 3 | 3 | Air Purifying Plants and other big plants | 25 | Nos | |
| 4 | 4 | Small plants for pathway | 200 | Nos | |
| 5 | 5 | Small plants for pathway | 50 | Nos | |
| 6 | 6 | Low Pressure rotating water Sprinklers | 1 | Cum | |
| 7 | 7 | Under ground system for Low pressure rotating water sprinklers | 20 | Units | |
| 8 | 8 | Fittings | 20 | Units | |
| 9 | 9 | Pinolex Drip Irrigation 254mm ISI Certified Pipe | 241 | RMT | |
| 10 | 10 | Paved Walking Path | 1 | Cum | |
| 11 | 11 | Filling in foundation and plinth with sand watered and rammed including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n | 50.73 | Sqm | |
| 12 | 12 | Cement concrete (1:3:6)with 4cm size hard granite crosser broken metal in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . | 50.73 | Sqm | |
| 13 | 13 | Providing and Laying Factory made Chambered edge Cement Concrete Paver Blocks of Required Strength, thickness & Size/Shape made by table Vibratory Method, to attain superior smoth finish using PU or equivalent moulds, laid in required grey colour and pattern over 50 mm thick compacted bed of course sand, compacting and proper embedding / laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling joints with Fine sand and cutting of paver blocks as per required size/ pattern, Finishing and Sweeping extra sand in footpath, parks, lawns, drive ways, or light traffic Parking and Lanes/ Road etc, all complete as per manufactures and Direction of Engg- in-Charge. 80 mm Thick Paver Blocks of M 30 Grade with Approved Colour Design Pattern etc. Complete. | 503.55 | Sqm | |
| 14 | 14 | Seating Area | 1 | Cum | |
| 15 | 15 | 4 Seater cement conctere bench without arm. | 2.18 | Cum | |
| 16 | 16 | Fittings | 29 | Nos | |
| 17 | 17 | Supplying ,fitting and placing uncoated HYSD bar reinforcement including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 2.28 | Qtl | |
| 18 | 18 | Parking Facilities | 1 | Cum | |
| 19 | 19 | Filling in foundation and plinth with sand watered and rammed including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n | 23.03 | Sqm | |
| 20 | 20 | Cement concrete (1:3:6)with 4cm size hard granite crosser broken metal in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . | 22.62 | Sqm | |
| 21 | 21 | Providing and Laying Factory made Chambered edge Cement Concrete Paver Blocks of Required Strength, thickness & Size/Shape made by table Vibratory Method, to attain superior smoth finish using PU or equivalent moulds, laid in required grey colour and pattern over 50 mm thick compacted bed of course sand, compacting and proper embedding / laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling joints with Fine sand and cutting of paver blocks as per required size/ pattern, Finishing and Sweeping extra sand in footpath, parks, lawns, drive ways, or light traffic Parking and Lanes/ Road etc, all complete as per manufactures and Direction of Engg- in-Charge. 80 mm Thick Paver Blocks of M 30 Grade with Approved Colour Design Pattern etc. Complete. | 190.33 | Sqm | |
| 22 | 22 | Entrance Area including Ramps for Disiablity | 1 | Cum | |
| 23 | 23 | Earth work excavation in hard soil or gravelly soil within 50m.Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.\n | 12.12 | Cum | |
| 24 | 24 | Filling in foundation and plinth with sand watered and rammed including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n | 6.53 | Cum | |
| 25 | 25 | Cement concrete (1:3:6)with 4cm size hard granite crosser broken metal in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . | 2.57 | Cum | |
| 26 | 26 | Brick work with Flyash bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in Superstructure including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 6.35 | Cum | |
| 27 | 27 | 16 mm. thick cement plaster (1:6) over brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 13.14 | Sqm | |
| 28 | 28 | Supplying, fitting and fixing of Chequred Tile in floors of size 300mm x 300mm of approved make on 12mm thick bed of cement mortar (1:3) jointed with pigment to match the shade including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 16.81 | Sqm | |
| 29 | 29 | Open Air GYM | 1 | Cum | |
| 30 | 30 | Earth work excavation in hard soil or gravelly soil within 50m.Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.\n | 253.89 | Cum | |
| 31 | 31 | Filling in foundation and plinth with sand watered and rammed including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n | 11.51 | Cum | |
| 32 | 32 | Cement concrete (1:3:6)with 4cm size hard granite crosser broken metal in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . | 11.7 | Cum | |
| 33 | 33 | Cement Concrete (1:2:4) using 12mm size B.H.G.C.B. chips including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 10 | Cum | |
| 34 | 34 | Brick work with Flyash bricks 23cm x 11cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in foundation and plinth including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 8.67 | Cum | |
| 35 | 35 | 16 mm. thick cement plaster (1:6) over brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 75.37 | Sqm | |
| 36 | 36 | Supplying, fitting and fixing of Chequred Tile in floors of size 300mm x 300mm of approved make on 12mm thick bed of cement mortar (1:3) jointed with pigment to match the shade including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 99.99 | Sqm | |
| 37 | 37 | Yoga & Aerobic Platform | 1 | Cum | |
| 38 | 38 | Earth work excavation in hard soil or gravelly soil within 50m.Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.\n | 25.33 | Cum | |
| 39 | 39 | Filling in foundation and plinth with sand watered and rammed including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n | 6.03 | Cum | |
| 40 | 40 | Cement concrete (1:3:6)with 4cm size hard granite crosser broken metal in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . | 5.42 | Cum | |
| 41 | 41 | Cement Concrete (1:2:4) using 12mm size B.H.G.C.B. chips including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 3.07 | Cum | |
| 42 | 42 | Brick work with Flyash bricks 23cm x 11cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in foundation and plinth including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 6.72 | Cum | |
| 43 | 43 | 16 mm. thick cement plaster (1:6) over brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 58.41 | Sqm | |
| 44 | 44 | Supplying, fitting and fixing of Chequred Tile in floors of size 300mm x 300mm of approved make on 12mm thick bed of cement mortar (1:3) jointed with pigment to match the shade including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 40.98 | Sqm | |
| 45 | 45 | Child Friendly Equipment | 1 | Cum | |
| 46 | 46 | Earth work excavation in hard soil or gravelly soil within 50m.Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.\n | 25.45 | Cum | |
| 47 | 47 | Filling in foundation and plinth with sand watered and rammed including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n | 23.14 | Cum | |
| 48 | 48 | Cement concrete (1:3:6)with 4cm size hard granite crosser broken metal in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . | 11.73 | Cum | |
| 49 | 49 | Cement Concrete (1:2:4) using 12mm size B.H.G.C.B. chips including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 7.49 | Cum | |
| 50 | 50 | Brick work with Flyash bricks 23cm x 11cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in foundation and plinth including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 7.32 | Cum | |
| 51 | 51 | 16 mm. thick cement plaster (1:6) over brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 48.6 | Sqm | |
| 52 | 52 | Supplying, fitting and fixing of Chequred Tile in floors of size 300mm x 300mm of approved make on 12mm thick bed of cement mortar (1:3) jointed with pigment to match the shade including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 99.8 | Sqm | |
| 53 | 53 | Energy efficient LED Light | 1 | Cum | |
| 54 | 54 | Solar powered LED lights IP40 | 17 | Nos | |
| 55 | 55 | Solar powered LED lights IP140 | 2 | Nos | |
| 56 | 56 | Pathway Light Solar LED Light IP44 | 20 | Nos | |
| 57 | 57 | Waterproof Fountain Lights | 9 | Nos | |
| 58 | 58 | Earth work excavation in hard soil or gravelly soil within 50m.Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the di | 4.24 | Cum | |
| 59 | 59 | Filling in foundation and plinth with sand watered and rammed including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n | 1.41 | Cum | |
| 60 | 60 | Cement concrete (1:3:6)with 4cm size hard granite crosser broken metal in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . | 7.14 | Cum | |
| 61 | 60.1 | Add Weiring and Cables | 1 | L.S. | |
| 62 | 61 | Toilet Block | 1 | Cum | |
| 63 | 62 | Earth work excavation in hard soil or gravelly soil within 50m.Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.\n | 29.31 | Cum | |
| 64 | 63 | Filling in foundation and plinth with sand watered and rammed including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n | 4.54 | Cum | |
| 65 | 64 | Cement concrete (1:3:6)with 4cm size hard granite crosser broken metal in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . | 1.75 | Cum | |
| 66 | 65 | Brick work with Flyash bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in Superstructure including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 43.33 | Cum | |
| 67 | 66 | R.C.C. work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips with centering & shuttering for RCC work including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n | 1 | Cum | |
| 68 | 66.1 | Column 1st footing and 2nd footing | 1.98 | Cum | |
| 69 | 66.2 | Column 3rd footing | 1.5 | Cum | |
| 70 | 66.3 | Plinth bend | 1.69 | Cum | |
| 71 | 66.4 | Lintel Bend | 0.84 | Cum | |
| 72 | 66.5 | Roof Beam | 1 | Cum | |
| 73 | 66.6 | R.C.C. Chajja | 4.96 | Sqm | |
| 74 | 66.7 | R.C.C. Roof Slab | 3.33 | Cum | |
| 75 | 67 | Supplying ,fitting and placing uncoated HYSD bar reinforcement including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 12.77 | Qtl | |
| 76 | 68 | Supplying, Ceramic tile, royality and as per the direction of the Engineer-in-charge. | 105.96 | Sqm | |
| 77 | 69 | Supplying, fitting and fixing of Commercial vetrified tile in floors of size 300mm x 300mm of approved make on 12mm thick bed of cement mortar (1:3) jointed with pigment to match the shade including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 22.38 | Sqm | |
| 78 | 70 | 16 mm. thick cement plaster (1:6) over brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 56.34 | Sqm | |
| 79 | 71 | 12mm. thick cement plaster (1:6) for brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 92.09 | Sqm | |
| 80 | 72 | 6mm. thick cement plaster (1:4) to R.C.C surface finished smooth including closed deep chipping and slury treatment including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 18.78 | Sqm | |
| 81 | 73 | Distempering two coats to walls with distemper of approved shade on new work over a coat of any approved (water bound) primer,labour charges including cost of materials etc. and as per the direction of the Engineer-in-charge. | 110.87 | Sqm | |
| 82 | 74 | Weather coat paint of 2coats to outside wall with any approved shade over a coat of Priming with any approved (water bound) primer,labour charges including cost of materials etc. and as per the direction of the Engineer-in-charge. | 56.34 | Sqm | |
| 83 | 75 | Supplying, fitting and fixing approved of doors & windows, shutters of M.S Iron Grills including cost of materials etc. and as per the direction of the Engineer-in-charge. | 72 | KG | |
| 84 | 76 | Painting two coats with approved paint on new Iron work over coat of primer etc.Enalmel paint including cost of materials etc. and as per the direction of the Engineer-in-charge. | 1.44 | Sqm | |
| 85 | 77 | Supplying, fitting and fixing approved of PVC doors including cost of materials etc. and as per the direction of the Engineer-in-charge. | 7 | Nos | |
| 86 | 78 | Stone or brick aggregate filling in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . | 4.09 | Cum | |
| 87 | 79 | First Aid Center and Ticket Counter | 1 | Cum | |
| 88 | 80 | Earth work excavation in hard soil or gravelly soil within 50m.Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.\n | 25.35 | Cum | |
| 89 | 81 | Filling in foundation and plinth with sand watered and rammed including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n | 3.29 | Cum | |
| 90 | 82 | Cement concrete (1:3:6)with 4cm size hard granite crosser broken metal in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . | 2.09 | Cum | |
| 91 | 83 | Brick work with Flyash bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in Superstructure including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 22.53 | Cum | |
| 92 | 84 | R.C.C. work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips with centering & shuttering for RCC work including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n | 1 | Cum | |
| 93 | 84.1 | Column 1st footing and 2nd footing | 1.06 | Cum | |
| 94 | 84.2 | Column 3rd footing | 0.24 | Cum | |
| 95 | 84.3 | Plinth bend | 1.25 | Cum | |
| 96 | 84.4 | Lintel Bend | 0.83 | Cum | |
| 97 | 84.5 | Roof Beam | 0.73 | Cum | |
| 98 | 84.6 | R.C.C. Chajja | 4.09 | Sqm | |
| 99 | 84.7 | R.C.C. Roof Slab | 2.22 | Cum | |
| 100 | 84.8 | Column Super Structure | 1.13 | Cum | |
| 101 | 85 | Supplying ,fitting and placing uncoated HYSD bar reinforcement including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 11.86 | Qtl | |
| 102 | 86 | Supplying, fitting and fixing of Vertified floor tile in floors of size 600mm x 600mm of approved make on 25mm thick bed of cement mortar (1:1) jointed with pigment to match the shade including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 11.86 | Sqm | |
| 103 | 87 | 12mm. thick cement plaster (1:6) for brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 46.95 | Sqm | |
| 104 | 88 | 16 mm. thick cement plaster (1:6) over brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 15.67 | Sqm | |
| 105 | 89 | 6mm. thick cement plaster (1:4) to R.C.C surface finished smooth including closed deep chipping and slury treatment including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 13.2 | Sqm | |
| 106 | 90 | Fixing of tiles in dado skirting & risers of steps on 12 mm thick cement mortar (1:3) jonted with neat cement slury mixed with pigment to match the shade of the tiles including cost of all materials , labour T & P etc required for the work all complete as per direction of Engineer- in- charge. | 1.04 | Sqm | |
| 107 | 91 | Distempering two coats to walls with distemper of approved shade on new work over a coat of any approved (water bound) primer,labour charges including cost of materials etc. and as per the direction of the Engineer-in-charge. | 60.15 | Sqm | |
| 108 | 92 | Weather coat paint of 2coats to outside wall with any approved shade over a coat of Priming with any approved (water bound) primer,labour charges including cost of materials etc. and as per the direction of the Engineer-in-charge. | 15.67 | Sqm | |
| 109 | 93 | Supplying, fitting and fixing approved of doors & windows, shutters of M.S Iron Grills including cost of materials etc. and as per the direction of the Engineer-in-charge. | 209.93 | KG | |
| 110 | 94 | Painting two coats with approved paint on new Iron work over coat of primer etc.Enalmel paint including cost of materials etc. and as per the direction of the Engineer-in-charge. | 4.37 | Sqm | |
| 111 | 95 | Stone or brick aggregate filling in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . | 2.7 | Cum | |
| 112 | 96 | Compound Wall Gate Portion | 1 | Cum | |
| 113 | 97 | Earth work excavation in hard soil or gravelly soil within 50m.Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the di | 59 | Cum | |
| 114 | 98 | Filling in foundation and plinth with sand watered and rammed including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n | 4.12 | Cum | |
| 115 | 99 | Cement concrete (1:3:6)with 4cm size hard granite crosser broken metal in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . | 2.33 | Cum | |
| 116 | 100 | R.C.C. work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips with centering & shuttering for RCC work including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n | 1 | Cum | |
| 117 | 100.1 | Column upto Plinth | 2.46 | Cum | |
| 118 | 100.2 | Column Super Structure | 1.7 | Cum | |
| 119 | 100.3 | Plinth bend | 1.18 | Cum | |
| 120 | 101 | Supplying, fitting and fixing approved of Precast Concrete Boundary Wall with Column including cost of materials etc. and as per the direction of the Engineer-in-charge. | 3.99 | Cum | |
| 121 | 102 | Supplying ,fitting and placing uncoated HYSD bar reinforcement including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 5.35 | Qtl | |
| 122 | 103 | Brick work with Flyash bricks 23cm x 11cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in foundation and plinth including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 6.15 | Cum | |
| 123 | 104 | Supplying, fitting and fixing approved of doors & windows, shutters of M.S Iron Grills including cost of materials etc. and as per the direction of the Engineer-in-charge. | 936 | KG | |
| 124 | 104.1 | Wire | 1793.88 | RMT | |
| 125 | 105 | Painting two coats with approved paint on new Iron work over coat of primer etc.Enalmel paint including cost of materials etc. and as per the direction of the Engineer-in-charge. | 14.4 | Sqm | |
| 126 | 106 | Earth Filling Volume | 1 | Cum | |
| 127 | 107 | Construction of filling of Park area with approaved materials obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 2000 m (1000-2000) m as per Technical Specification clause 301.5 | 4150 | Cum | |
| 128 | 108 | Fountain Portion | 1 | Cum | |
| 129 | 109 | Earth work excavation in hard soil or gravelly soil within 50m.Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the di | 124.36 | Cum | |
| 130 | 110 | Filling in foundation and plinth with sand watered and rammed including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n | 9.4 | Cum | |
| 131 | 111 | Cement concrete (1:3:6)with 4cm size hard granite crosser broken metal in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . | 9.4 | Cum | |
| 132 | 112 | Cement Concrete (1:2:4) using 12mm size B.H.G.C.B. chips including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 6.58 | Cum | |
| 133 | 113 | R.C.C. work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips with centering & shuttering for RCC work including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n | 1 | Cum | |
| 134 | 113.1 | Inner, Middle and Outer Column(100x100) | 2.29 | Cum | |
| 135 | 113.2 | Inner, Middle and Outer Column(200x200) | 0.48 | Cum | |
| 136 | 113.3 | Raft Bottom, Slop Bottom, Outer surface area | 10.28 | Cum | |
| 137 | 114 | Supplying ,fitting and placing uncoated HYSD bar reinforcement including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 19.57 | Qtl | |
| 138 | 115 | Brick work with Flyash bricks 23cm x 11cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in foundation and plinth including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 10.71 | Cum | |
| 139 | 116 | 16 mm. thick cement plaster (1:6) over brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 69.7 | Sqm | |
| 140 | 117 | Weather coat paint of 2coats to outside wall with any approved shade over a coat of Priming with any approved (water bound) primer,labour charges including cost of materials etc. and as per the direction of the Engineer-in-charge. | 36.23 | Sqm | |
| 141 | 118 | Supplying, fitting and fixing of Chequred Tile in floors of size 300mm x 300mm of approved make on 12mm thick bed of cement mortar (1:3) jointed with pigment to match the shade including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 31.05 | Sqm | |
| 142 | 119 | Pump House | 1 | Cum | |
| 143 | 120 | Earth work excavation in hard soil or gravelly soil within 50m.Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.\n | 7.49 | Cum | |
| 144 | 121 | Filling in foundation and plinth with sand watered and rammed including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n | 2.1 | Cum | |
| 145 | 122 | Cement concrete (1:3:6)with 4cm size hard granite crosser broken metal in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . | 1.7 | Cum | |
| 146 | 123 | Brick work with Flyash bricks 23cm x 11cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in foundation and plinth including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 5.96 | Cum | |
| 147 | 124 | R.C.C. work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips with centering & shuttering for RCC work including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n | 1 | Cum | |
| 148 | 124.1 | Column 1st footing and 2nd footing | 0.66 | Cum | |
| 149 | 124.2 | Column upto Plinth | 1.56 | Cum | |
| 150 | 124.3 | Plinth bend | 0.81 | Cum | |
| 151 | 124.4 | Column Super Structure | 0.75 | Cum | |
| 152 | 124.5 | Roof Beam | 0.4 | Cum | |
| 153 | 124.6 | R.C.C. Chajja | 0.96 | Sqm | |
| 154 | 124.7 | R.C.C. Roof Slab | 1.3 | Cum | |
| 155 | 125 | Supplying ,fitting and placing uncoated HYSD bar reinforcement including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 7.15 | Qtl | |
| 156 | 126 | 2.5cm artificial stone flooring with cement concrete (1:2:4) including punning using 12 mm size hand broken granites chips including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 0.63 | Cum | |
| 157 | 127 | 12mm. thick cement plaster (1:6) for brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 35.33 | Sqm | |
| 158 | 128 | 16 mm. thick cement plaster (1:6) over brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 38.06 | Sqm | |
| 159 | 129 | Weather coat paint of 2coats to outside wall with any approved shade over a coat of Priming with any approved (water bound) primer,labour charges including cost of materials etc. and as per the direction of the Engineer-in-charge. | 38.06 | Sqm | |
| 160 | 130 | Supplying, fitting and fixing approved of doors & windows, shutters of M.S Iron Grills including cost of materials etc. and as per the direction of the Engineer-in-charge. | 113.4 | KG | |
| 161 | 131 | Painting two coats with approved paint on new Iron work over coat of primer etc.Enalmel paint including cost of materials etc. and as per the direction of the Engineer-in-charge. | 5.67 | Sqm | |
| 162 | 132 | Septik Tank and Soak Pit | 1 | Cum | |
| 163 | 133 | Earth work in hard soil or gravelly soil within 50m.Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.\n | 94.54 | Cum | |
| 164 | 134 | Filling in foundation and plinth with sand watered and rammed including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n | 6.6 | Cum | |
| 165 | 135 | Cement concrete (1:3:6)with 4cm size hard granite crosser broken metal in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . | 4.75 | Cum | |
| 166 | 136 | Brick work with Flyash bricks 23cm x 11cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in foundation and plinth including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 8.15 | Cum | |
| 167 | 137 | R.C.C. work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n | 1.9 | Cum | |
| 168 | 138 | R.C.C. work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n | 3.86 | Cum | |
| 169 | 139 | Supplying ,fitting and placing uncoated HYSD bar reinforcement including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 7.2 | Qtl | |
| 170 | 140 | 16 mm. thick cement plaster (1:6) over brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | 26.24 | Sqm | |
| 171 | 141 | Stone or brick aggregate filling in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge.\n . | 3.09 | Cum | |
| 172 | 142 | Add PH and Sanitary Installation | 1 | L.S. |
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