Project on a MIG housing complex

Project on a MIG housing complex

1. A MIG HOUSING COMPLEX KOUSHIK SAHA 3 RD YEAR CIVIL SESSION : 2013-2014 ROLL NO :08311 C.E. PROJECT ON [COMPRISING OF RESIDENTIAL BUILDING UNITS , A PRIMARY SCHOOL BUILDING , PLAYGROUND, MAIN TRUNK ROAD , CROSS ROAD , BRICK PAVEMENTS etc. WITHIN THE COMPLEX] BY Under the Guidance of Dr. Monindra Nath Patra (Officer -In –Charge) SREE RAMKRISHNA SHILPA VIDYAPITH

2. IT CONSISTS OF OVERALL PLAN OF A COLONY (650M × 225M) 1) 25 Nos. Residential Building Unit 2)One Primary School Building 3) One Children Park (110m×70m) 4) One Community Hall 5 ) Two Play Grounds of (110m×70m ) & One Play Ground of (220m×70m) 6 ) One Library Room of ( 20m×14m) 7 ) 1 No. Water Tank & 5 nos. Septic tank

3. PLAN VIEW OF RESIDENTIAL BUILDING This is the plan view of Residential Building. It consists of one Dining, one Kitchen, one Drawing room, one Verandah, two Bed Rooms with attached Bath Rooms & a Common Stair .

4. SHORT SECTIONAL VIEW OF RESIDENTIAL BUILDING This is the short sectional view of the Residential Building. Here we see the cross sectional view along with the sectional view of the Stair Case. In this view we see the side view of the Building.

5. LONG SECTIONAL VIEW OF RESIDENTIAL BUILDING This is the long sectional view of the Residential Building. Here we can see the long sectional view along with the cross sectional view of the Stair Case, details of foundations, doors & windows position of different unit of the flat and also the lintel and chajja position .

6. FOUNDATION OF MAIN WALL The main wall foundation is provided at a depth of 1.1m below ground level & plinth level is provided at a height of 0.6m above G.L. It comprises a single layer of BFS under 200mm thick PCC and consecutive layers of brick work in descending width on it.

7. PLAN VIEW OF PRIMARY SCHOOL BUILDING This is the plan view of Primary School Building. It consists of 8 Nos. Class Rooms, an Office Room, an Indoor Play Room, a Computer Room, a Library Room & a Stair Room. In the fig. the firm lines indicate the position of Walls & the dotted line indicates the position of Beams. The intersections of firm lines & dotted lines indicate the positions of Columns.

8. TYPICAL BEAM SECTIONS OF PRIMARY SCHOOL BUILDING A Typical Beam Section is shown in the fig. The longitudinal section is at the top & the cross sections are at bottom (one near support & another at the mid span).Here 2 Nos. 12 mm tor  Bars at bottom as main bars & 1 No bar is cranked. Again 2 Nos. 12 mm tor  Bars At Top. 2 Legged vertical stirrup is provided @ 125 mm c/c. width & depth of the beam are 250 mm & 400 mm respectively.

9. COLUMN & COLUMN FOOTING OF PRIMARY SCHOOL BUILDING The Columns & Foundations of the Primary School Building are designed for three storied structure, i.e. provision for future extension. A Typical Column section of Footing Area 2.9m×2.9m is shown in the fig. 28 mm tor  bars are used @ 125 mm c/c in both ways & 8 mm tor  lateral bars are used @ 250 mm c/c .

10. DETAILED SECTIONS OF SEPTIC TANK Here the Longitudinal Section & Plan of the Septic Tank is shown. Size of the Septic Tank is 5.75 m×1.9 m×2 m . 13 cm thick Baffle Wall & 50 cm free board is provided.

11. TYPICAL ROAD SECTION OF MAIN TRUNK ROAD This is the Typical Road section of Main Trunk Road of 10m width. Here 100 mm thick brick edging is made on both sides. On the road surface 150 mm thick Jhama Brick work is made over 2 layer of BFS, then 100 mm thick stone metalling done & at the end 25 mm thick premix carpet is used .

12. SL.NO. PARTICULARS Qty. RATE AMOUNT (Rs) PERCENTAGE 1. 2 . 3 . 4 . 5. 6 . 7 . 8 . 9 . 10 . 11 . Cost of land development with carried sand and earth including watering and consolidation. (650×225×0.6) m 3 . Cost of boundary wall. 2(650×225) Cost of residential building Cost of Auditorium. . Cost of primary school:- Ground floor. First floor. Total cost of building. Cost of pipe water supplying by boring deep tube well and by providing over head tank for the individual flat / building. Cost of plumbing including water supply fittings inside the building. Cost of sanitary fittings including the cost of septic tank, soak pit, drains etc. Cost of constructions of roads:- Main trunk road (5 m wide). Cross road (3 m wide). Pavement (1 m wide). Cost of electrification. (1 st class with C.T.S wire). Cost of play ground OVERALL COST = = = Contingencies – 4% of over all cost. Work charged establishment 10% of over all cost. GRAND TOTAL = = = 87750 m 3 . 1750 m . 25 nos. 299 m 2 . 406.52 m 2 . 406.52 m 2 . L.S L.S L.S 1586 m. 1155 m. 150 m . L.S L.S @ 106/-/cu-m. @3070.70/-/ cu-m. 4476725.17/-/ nos. @ 5840/-/ m 2 . @ 5840/-/ m 2 @ 5840/-/ m 2 As per P.H.E. department for 500 nos. 5% of the total cost of the building. 8% of the total cost of the building. 4859.75/-/ m. 2980.74/-/ m. 958.01/-/ m. 12%of the total cost of the building. 9301500.00 5373725.00 111910629.30 1746160.00 2374076.00 2374076.00 1250000.00 5595531.46 8952850.34 7707563.50 3442754.70 143701.50 13429275.50 780000.00 174381844.90 6975273.78 17438184.49 198795303.20 5.33 3.08 64.175 1.001 2.72 0.176 3.208 5.13 6.47 7.70 0.447 PROJECT REPORT