Report On Estimates for the Construction of
The detailed estimate for construction of a residential building for the Executive Engineer at Udaynagar has been prepared in compliance of S.E.'s letter no . dated ..
There is no building for the residence of the Executive Engineer at Udaynagar and he has to live in a rented building with meager accommodation at a very high rent. It has, therefore, been proposed to construct a residential building for the Executive Engineer. The head of the accounts will be 50 civil original works, building.
The estimate provides for the following accommodation:-
One drawing room, one dining room, three bed rooms, one guest room, and the necessary store kitchen, baths, front and back verandahs and motor garage per plan enclosed. A site has already been selected having a land of 60 m 30 m (200 100') for the construction of the building having good soil and proper drainage and this much of land has to be acquired. The building shall be oriented to face north direction
The building shall have lime concrete foundation and first class brick masonry with lime mortar up to plinth level and the superstructure shall be of first class brick work in cement mortar, 1 :6 Lintels shall be of R.B. work and roof shall be R.C.C with lime concrete terrace finishing. The drawing and dining rooms shall have mosaic floor and other rooms
2.5 cm(1?) c.c. floor over 7.5 cm (3?) lime concrete. Inside and outside walls shall be 12 mm(1/2 ) cement line plastered 1:1:6, and ceiling shall be 6 mm (1/2?) cement plastered 1:3. Inside of drawing and dining rooms shall be colour washed and inside of remaining rooms shallbe white washed and outside wall be colour washed. Doors and windows shall be 4.5cm 13 4 " thick teak wood with chaukhat o sal wood and enamel painted. All work shall
bestrictly as per detailed P.W.D. Specification.
The estimate has been prepared at P.W.D Schedule of rates, and for non-schedule items on analysis of rates. The foundation has been designed for a safe load of 9 tonne per sq m (8 ton per sq ft) and the R.C.C roof has been designed for a safe load of 150 kg per sq m (30 1bs per sq ft) with 1400 kg per sqcm (20000 1bs per sq in) as sage tensile stress of steel and 50 kg sq cm (750 1bs per sq in) as safe compressive stress of concrete. All designs and calculations have been included in the estimate. Plans and drawings and site plans are also enclosed with the estimate.
Provision has been made for electrification and sanitary and water supply works and 20% of the estimated cost of the building works ahs been included for these works. As there is no sewer line in the area a septic tank shall have to be constructed for which lump sum provision of Rs.700,00 has been made in the estimate.
Provision for compound with a gate in the front and barbed wire fencing on the sides and back, and approach road have also been made in the estimate.
A statement of important materials as cement, steel, coal, etc., which shall have to be arranged by the department is also enclosed with the estimate. A rent statement is also enclosed.
The work shall be carried on contract by inviting tenders. The work shall be completed within six months from the date of start. The estimate work out as Rs. 5,000,00 and is submitted for sanction and allotment of fund.