Project Area
Launch Date
Completion Date
RERA ID
28.9407905
77.6881584
all plots will be marked on the boundary wall and top of the drain.
9 Inches thick brick work will be done in boundary wall with plaster and whitewash over it
1. Earth Work in cutting and filling: 12 mtr. Wide 163 x 7.50 x 0.45 = 550.13 Cu Mtr. 9 mtr. Wide 120 x 5 x 0.45 = 270.00 Cu Mtr. 7.5 mtr. Wide 158 x 4 x 0.45 = 284.40 Cu Mtr. 2. Brick Soiling 12 mtr. Wide 150.28 x 3 x 0.10 = 450.84 Sq. Mtr. 9 mtr. Wide 123 x 1.5 x 0.10 = 184.50 Sq. Mtr. 7.5 mtr. Wide 50.50 x 1.5 x 0.10 = 75.75 Sq. Mtr 7.5 mtr. Wide 158 x 4 x 0.10 = 63.20 Cu Mtr. 5% of Curves = 12.27 Cu Mtr. 3. Brick Soiling 12 mtr. Wide 150.28 x 3 x 0.10 = 450.84 Sq. Mtr. 9 mtr. Wide 123 x 1.5 x 0.10 = 184.50 Sq. Mtr. 7.5 mtr. Wide 50.50 x 1.5 x 0.10 = 75.75 Sq. Mtr 5% of Curves = 31.77 Sq. Mtr. 4. Stone Soiling : (25 - 50) 12 mtr. Wide 150.28 x 7.50 x 0.10 = 112.71 Cu Mtr. 9 mtr. Wide 123 x 5 x 0.10 = 61.50 Cu Mtr. 7.5 mtr. Wide 50.50 x 4 x 0.10 = 20.20 Cu Mtr. 5% of Curves = 8.71 Cu Mtr. 5. Earth Work in cutting and filling: 12 mtr. Wide 150.28 x 3 x 0.10 = 45.08 Cu Mtr. 9 mtr. Wide 123 x 1.5 x 0.10 = 18.45 Cu Mtr. 7.5 mtr. Wide 50.50 x 1.5 x 0.10 = 7.58 Cu Mtr. 5% of Curves = 3.18 Cu mtr. 5% of Curves = 31.77 Sq. Mtr.
1. Earth Work in cutting and filling: 12 mtr. Wide 163 x 7.50 x 0.45 = 550.13 Cu Mtr. 9 mtr. Wide 120 x 5 x 0.45 = 270.00 Cu Mtr. 7.5 mtr. Wide 158 x 4 x 0.45 = 284.40 Cu Mtr. 2. Brick Soiling 12 mtr. Wide 150.28 x 3 x 0.10 = 450.84 Sq. Mtr. 9 mtr. Wide 123 x 1.5 x 0.10 = 184.50 Sq. Mtr. 7.5 mtr. Wide 50.50 x 1.5 x 0.10 = 75.75 Sq. Mtr 7.5 mtr. Wide 158 x 4 x 0.10 = 63.20 Cu Mtr. 5% of Curves = 12.27 Cu Mtr. 3. Brick Soiling 12 mtr. Wide 150.28 x 3 x 0.10 = 450.84 Sq. Mtr. 9 mtr. Wide 123 x 1.5 x 0.10 = 184.50 Sq. Mtr. 7.5 mtr. Wide 50.50 x 1.5 x 0.10 = 75.75 Sq. Mtr 5% of Curves = 31.77 Sq. Mtr. 4. Stone Soiling : (25 - 50) 12 mtr. Wide 150.28 x 7.50 x 0.10 = 112.71 Cu Mtr. 9 mtr. Wide 123 x 5 x 0.10 = 61.50 Cu Mtr. 7.5 mtr. Wide 50.50 x 4 x 0.10 = 20.20 Cu Mtr. 5% of Curves = 8.71 Cu Mtr. 5. Earth Work in cutting and filling: 12 mtr. Wide 150.28 x 3 x 0.10 = 45.08 Cu Mtr. 9 mtr. Wide 123 x 1.5 x 0.10 = 18.45 Cu Mtr. 7.5 mtr. Wide 50.50 x 1.5 x 0.10 = 7.58 Cu Mtr. 5% of Curves = 3.18 Cu mtr. 5% of Curves = 31.77 Sq. Mtr.
1. Over head water tank for a capacity of 150000 Liters 2. Providing and fixing of 140 mm dia PVC pipe pvc special such as bendss, tee, socket cross, clamps etc. Earth work including filling the trenches etc. 450 mtr. 3. Boring of tube well and installation of pump 5 HP 4. Civil work in Misc. Items
1. Providing and laying class NP2 pressure pipes with collar tested to 40 Smm head, jointed 450 meter 2. Construction Brick masonry manhole class designation bith cement mortar 1 : 5. 38 Nos.
"Brick Masonry - open surface drains Drains in cementmortar 1 : 6 including earth excavation and disposal after refilling of excavated earth 7.5 cm. Thick bed concrete 1 : 5 : 10, 25 mm thick C.C. 1 : 2 : 4 for filling hunches, including 12 mm Cement plaster 1 : 4 finished with floating cost of neat cement in side drain, top and exposwed sides etc. complete CULVERTS 1 No. 12.00 meter. Long 2 No. 9.00 meter. Long Total length of culverts 30.00 meter. Calculation for 1.0 mtr. Long culvert span 0.30 meter. 1. Eartn work in excavation 1 x 1.00 x 1.35 x 0.50 = 0.675 Cu. Mtr. 2. Cement Concrete in foundation 1 : 3 : 6 1 x 1.00 x 1.35 x 0.10 = 0.135 Cu. Mtr. 3. Brick work in cement mortar C.M 1 : 6 (1 cement : 6 Coarse sand) abutment 2 x 1.00 x 0.46 x 0.15 = 0.138 Cu. Mtr. 2 x 1.00 x 0.35 x 0.30 = 0.21 Cu. Mtr. Total = 0.348 Cu. Mtr. 4. R.C.C. slab 1 : 1.5 : 3 1 x 1.00 x 0.30 x 0.05 = 0.015 Cu. Mtr. 5. Plaster 1 : 4 Cement and C. Send 2 x 1.00 x 0.45 = 0.90 sq. Mtr. 6. R.C.C. slab 1 : 1.5 : 3 1 x 1.00 x 1.00 x 0.15 = 0.15 Cu. Mtr. 7. Steel 1.50 x 0.22 x 0.785 = 0.259 Qtl. Rate per meter length of culvert Total Length of Culvert" 1. Earth work in excavation 10 x 0.76 x 0.45 = 3.42 Cu mtr 2. P.C.C. 1 : 5 : 10 10 x 0.76 x 0.075 = 0.57 Cu mtr. "3. M-100 Brick work in 1: 6 Cement and Core sand 2 x 10.0 x 0.23 x 0.45 = 2.07 Cu mtr." "4. R.C.C. 1 : 1.5 : 3 10 x 0.30 x 0.025 = 0.075 Cu Mtr." "5. 12 mm Thick plaster 1 : 4 1 x 10 x 1.36 = 1360 Sq. Mtr." "Total length of drains 441.00 R. Mtr."
Elevated parks with cement curve stone with light poles and plantation and swings for childerns.
Tree plantation shall be done in parks and sides of main roads of the colony.
Electric supply shall be done by UPPVNL and payment will be made as per electric department estimate and LED street lights will be placed at every pole.
NOT APPLICABLE
Underground STP based on ever clean RCC hollow tanks (ERHT) system.
NOT APPLICABLE
Underground rain water harvesting system will be constructed in brick work with RCC Slab as per Govt. Norms.
NOT APPLICABLE
Fire Hyderant shall be installed on the junctions of the colony.
NOT APPLICABLE
NOT APPLICABLE
NOT APPLICABLE
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
17667.00 m²
190165.82 ft²