School Work

Estimate

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Estimate for Hospital Submission college
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  S.NO.DESCRIPTIONUNITCSRNO.LENGTH 1EARTH WORK Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm. layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres. Cu.Mt. 6.6for columns 168 0.5230 mm wall(length 1.5 mt) 247115mm wall 462 2EARTH FILLING (Average filling of 1.5 meter for the whole site has been considered.)  Cu.Mt. Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres. Cu.Mt. 6.8 (Obtained by exacation for basement.)  33 For ordinary gravel soil involving pick work.Earth filling (exclusive of compensation for earth) in excavation in ordinary soil or soil containing gravel or kankar upto 40 % and filling in 15 cm layers in foundation and plinth including ramming, watering and consolidating under floors with earth brought from a distance not exceeding 30 metres. Cu.Mt. Extra for compensation for earth taken from private land.  Cu.Mt. Extra for Loading & UnloadingExtra for Carriage upto 2 KM  Cu.Mt. 3LEAN CONCRETE a Cement Concrete 1:8:16 with stone balast 32 mm guage in foundation and plinth. Cu.Mt. 10.45 709 b Extra for mechanical mixer used by the contractor at his own cost.  Cu.Mt. 10.46 14 ESTIMATE FOR PROPOSED 200 BEDDED HOSPITAL AT ASR-B  c Extra for vibrator used by the contractor at his own cost.  Cu.Mt. 10.47 7 4R.C.C. WORK a Reinforced Cement Concrete M-20 with cement @ 375 Kg / Cu.Mt. hand mixed but excluding steel reinforcement centering & shuttering in Foundation & Plinth. (Piling) Cu.Mt. 10.15 b Reinforced Cement Concrete M-20 with cement @ 375 Kg / Cu.Mt. hand mixed but excluding steel reinforcement centering & shuttering in Foundation & Plinth Cu.Mt. 10.15 168 0.5 c Reinforced Cement Concrete M-20 with cement @ 375 Kg / Cu.Mt. hand mixed but excluding steel reinforcement centering & shuttering in Super Structure. 10.21 168 0.5 d Extra for mechanical mixer used by the contractor at his own cost.  Cu.Mt. 1.0 e Extra for vibrator used by the contractor at his own cost.  Cu.Mt. 1.0 5CENTERING & SHUTTERING a Centring and shuttering for flat surface such as Suspended floors, Roofs, Landing, Chhajjas, Shelves etc. Sq.Mt. 9.1 12169.0 b Centring and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pilasters, buttrresses, etc. Sq.Mt. 9.2 5746.0 c Centring and shuttering for sides and soffits of beams haunching, girders, bressumers, lintels. Sq.Mt. 9.4 1452.0 d Centring and shuttering for columns (square or rectangle or polygonal in plan)  Sq.Mt. 9.6 381.6 e Shuttering for faces of concrete foundations and foundation beams. (Vertical and battering) Sq.Mt. 9.1 90.0 6REINFORCEMENT Cold twisted deformed (ribbed/ tor steel) Bars FE - 500 grade as per IS 1786 - 1985 , for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete. Qntl 18.18 13170 7MASONARY WORKS a First class burnt brick work laid in cement sand mortar 1:7 in first storey upto 4 metres above plinth level. Cu.Mt. 11.2 356.0b 115 mm thick brick wall laid in cement mortar 1:4 without reinforcement in foundation and plinth.  Sq.Mt. 11.35 2356.0  8TERRACING Terracing consisting of tiles 22.86 cm x 11.43 cm x 3.81 cm laid over 25mm mud plaster, 75 mm mud filling on another layer of 25 mm mud plaster including two coats of bitumen laid hot @ 1.65 Kg. per Sqm. on top of R.C.C slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing etc. Sq.Mt. 13.13 9PLASTERING & POINTING 12.5 mm thick cement plaster 1:4. Sq.Mt. 15.9 4023.0 10FLOORING Basement & Plinth protection  14.88 Kotah stone tile flooring 20mm to 30mm thick over 12.5 mm thick base of cement mortar 1:3 (1 cement; 3 sand) laid and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing. Sq.Mt. 1231.2 First Floor  Providing and laying vitrified floor tiles 600mm X 600mm size, premium quality, manufactured using Double Charge Technolgy, with water absorption less than 0.08% and conforming to IS 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1 : 4 for new flooring laid with cement based high polymer modified quick set tile adhesive (water based) of approved make IS 15477 marked using 5 kg adhesive per sq mt of tile area in average 3 mm thickness over existing base including grounting the joints (tiles to be laid with 2mm to 3mm gap using spacers and later this gap to be filled with cement based grout) withy cement based grout and matching pigments etc. complete (Design is homogeneous throughout the tile body) Sq.Mt. 14.132 Glossy tile may be avoided. Tiles with Satin matt finish & conforming to above are recommended. Second Floor   Providing and laying vitrified floor tiles 600mm X 600mm size, premium quality, manufactured using Double Charge Technolgy, with water absorption less than 0.08% and conforming to IS 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1 : 4 for new flooring laid with cement based high polymer modified quick set tile adhesive (water based) of approved make IS 15477 marked using 5 kg adhesive per sq mt of tile area in average 3 mm thickness over existing base including grounting the joints (tiles to be laid with 2mm to 3mm gap using spacers and later this gap to be filled with cement based grout) withy cement based grout and matching pigments etc. complete (Design is homogeneous throughout the tile body) Sq.Mt. Third Floor-Fourth Floor  Providing and laying vitrified floor tiles 600mm X 600mm size, premium quality, manufactured using Double Charge Technolgy, with water absorption less than 0.08% and conforming to IS 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1 : 4 for new flooring laid with cement based high polymer modified quick set tile adhesive (water based) of approved make IS 15477 marked using 5 kg adhesive per sq mt of tile area in average 3 mm thickness over existing base including grounting the joints (tiles to be laid with 2mm to 3mm gap using spacers and later this gap to be filled with cement based grout) withy cement based grout and matching pigments etc. complete (Design is homogeneous throughout the tile body) Sq.Mt. 11GLAZING Sq.Mt. 65 465 430 430 430 430 4 Providing & Fixing glass panes with nails and putty or wooden strip complete in all respect.4mm thick or 10.78 Kg/ sqm
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