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27.115130
81.975072
Showing 1 blocks with 2 units
Total Carpet Area
0.00 m²
0.00 ft²
Total Units
0
1 different types
Blocks & Floors
1
1 floors across all blocks
Parking
0
0 garages, 0 open
Total Area
8517.50 m²
91681.52 ft²
AS PER APPROVED LAYOUT PLAN.THE PLOTS SHALL BE DEMARCATED BY MEANS OF T.
PARISHAD SHALL NOT BE PROVIDED ANY BOUNDRY WALL. TO BE BUILT BY THE ALLOTTEE CONCERN INLINE WITH THE BHAWAN NIRMAN UPVIDHI.
AS PER SPECIFICATION OF UP AWAS EWAM VIKAS PARISHAD. AS PER CHIEF ENGINEER ORDER NO. 685/M-4/2017 DT 19-03-2017.AND OTHERS, AND WORK SHALL BE CARRIED OUT AS PER SPECIFICATION OF UPPWD. THE ROAD WIDTH WILL BE PROVIDED 12.00 M ,9.00 M , 7.50 M AND 6.00 M WIDE. SOLING COAT 45-90 MM STONE GRRIT 265MM 335MM AND 150 MM THICK , INNER COAT 45-63 MM STONE GRRIT 225 MM THICK, TOP COAT BITUMINOUS MACADUM 50MM THICK AND TOP COAT WITH SDBC 25 MM THICK PROVIDED.
AS PER SPECIFICATION OF UP AWAS EWAM VIKAS PARISHAD AS PER CHIEF ENGINEER ORDER NO 685/M-4/2017 DT 19-03-2017. AND WORK SHALL BE CARRIED OUT AS PER PWD SPECIFICATION. ROAD PATTERIES WILL BE PROVIDED 3.25 M , 2.00 M , 1.25M, AND 0.80 M WIDE.
PROVIDED AS PER SPECIFICATION OF UP JAL NIGAM / UP AWAS EVAM VIKAS PARISHAD. OVER HEAD TANK AND PUMP HOUSE PROVIDED IN CAMPUS FOR WATER SUPPLY. THE NETWORK CONSIST OF TRUNK WATER LINE LAID IN TRUNK CROSS SECTION WITH OHT IN SECTOR TO CATER OF THE PLOTS. WATER KINE LAYING WITH PVC PIPES ISI MARKED (PRESSURE 6.00 KG PER SQMCM.)
PROVIDED THE UNDER GROUND SEWER NETWORK WITH MANHOLES AND CHAMBER SHALL BE PROVIDED IN ACOORADANCE CHIEF ENGINEER LETTER NO - 912/M-1/94 DATED- 20.10.2005 WITH UP JAL NIGAM / UP AWAS EVAM VIKAS PARISHAD SPECIFICATIONS. SEWER LINE PROVIDED BY NP-2, NP-3 RCC HUME PIPES OF DIFFERENT DIA AS PER DESIGN WET LAND TECHNOLOGY BASED STP WILL ALSO PROVIDED AS PER DESIGN.
OPEN CHANNEL DRAIN ARE PROVIDED FOR STORM WATER FLOW. AS PER APPROVED DESIGN AND DRAWING. WORK SHALL BE CARRIED OUT AS PER SPECIFICATION OF UPPWD NORMS. THE DRAIN WILL BE C-1,C-2,C-3 ETC. THE CONSTRUCTION SHALL BE AS PER UPPWD SPECIFICATIONS BRICK MASONRY DRAIN PROVIDED IN 1 RATIO 6 WITH CEMENT AND COARSE SAND.
PROVIDED AS PER SHOWN IN APPROVED LAYOUT. THE CONSTRUCTION AND DEVELOPMENT SHALL BE INLINE WITH OFFICE ORDER NO 478/ISO DT 05-04-2017
BY SIDES OF THE ROADS AND IN THE OPEN PARKS.
SHALL BE DONE BY UPAVP AND HANDED OVER TO UPPCL.
COMMUNITY BUILDING WILL BE BUILT IN FUTURE AS PER APPROVED PLAN.
PLANNED SEWER NETWORK PROVIDED FOR ALL PLOTS .THESE PLOTS SHALL BE CONNECTED TO ENTIRE NETWORK. WET LAND TECHNOLOGY BASED STP WILL PROVIDED AS PER DESIGN.
PROVIDED UPTO YOJNA HANDED OVER TO LOCAL AUTHORITY.
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