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| 1 | Dewatering of stagnate water from sump after scour valve for cleaning of sump etc all complete as per direction of E/I 4nosx8.00Hrsof 3H.P. Diesel pump set |
| 2 | supplying labour tools &tackles for cleaning filled silt &mud etc in all lift and disposal of spoils up to a lead of 50.00m all complete as per specification and direction of E/I. (DW&SD-3.3.9) |
| 3 | Dismantling old plaster and pointing in cement or lime and raking out joints to 15mm depth ,watering and disposal of unserviceable with all lead . all complete as per direction of E/I.outer wall Inner Wall |
| 4 | Dismantling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15m lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. (BCD-5.10.2) |
| 5 | Providing PCC M-200 in nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I ( BCD-5.3.1.1) |
| 6 | Providing 12mm thick water proofing cement plaster (1:3) with clean coarse sand of F.M 1.5 with 5% Cico or any other approved water proofing compound including screening , curing with all leads and lifts of water ,scaffolding taxes and royalty all complete as per building specification and direction of E/I. (BCD-5.7.14)outer wall, Inner Wall, Bottom |
| 7 | Providing 1.5mmcement punning including curing ,carriage of water with all leads and lifts as per building specification and direction of E/I. Inner Wall , Bottom |
| 8 | Calculation Area of Roof top portion of 3 lakh gallon RCC GSR (Dom Portion) D = 20.5, H = 1.5 R=((10.25)^2+(1.5)^2)/(2×1.5)R=(105.0625+2.25)/3R=107.3125/3=35.7708 m Providing Tor reinforcement of 10mm , 12mm, &16mm dia bars as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire , removal of rust, placing with the rods in position all complete as per building specification and direction of E/I30% - 8MM Dia |
| 9 | 30% - 10mm Dia |
| 10 | 40% - 12mm Dia |
| 11 | Providing and fixing in position, 230 mm thick factory made Expanded Polystyrene Core (EPS Core) roof/floor panels made of 3 mm dia G.I. wire mesh with 50 mm pitch in both the directions and on both faces of panel, kept at 120-135 mm gap and connected by the zig zag G.I. wire of 3 mm dia at alternate row by welding (at an angle ranging from 50-70 degree). The EPS core shall consist of 100 mm thick EPS of density not less than 20kg/ per cum. The bottom side of the panel shall be finished by applying a layer of 60-65 mm thick cement mortar 1:3 (1 cement: 3 coarse sand not having more than 40% stone chips of size upto 6 mm) with the help of shotcreting equipment etc at a pressure of not less than 1 bar (100KN/m2) and surface finished with trowel. The top face of the panel shall be provided and finished by applying 70-75 mm thick layer of cement concrete 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate of size upto 6 mm). Fixing operations of roof/floor panels shall be completed in all respect as per drawings and specifications and under the overall direction of the Engineer-in-charge |
| 12 | Providing ,hosting and fixing in position C.I. manhole , frame and cover of best quality and required size and shale with locking arrangement including applying 2 coats of anticorrosive paint etc complete.(90x60cm size and weight 35 kg ) (MJP-Sl-04-I Section-K (III) Page No-217) |
| 13 | Providing and fixing water level indicator up to 5M height including M.S. enameled gauge plate 300mm wide and 3mm thick , copper float, providing and fixing required accessories such as pointer , pulleys, nylon thread including cost of all materials labour etc complete. (MJP- Sl -11 , Section-K(III) page no 219 |
| 14 | Providing and fixing in position MS leader 5m wide consisting of 75 x 10 mm MS flats as stringer and 16 mm dia MS bar in double rows as steps place at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coats of anti corrosive paint etc complete as director by engineering in charge @ 6m Ladder legth MJP section K sr no 5 P- 217 |
| 15 | Providing Support for ladder midway Galvanized square pipe @ 40kg |
| 16 | Labour for Scrapping old paints with paint remover , brush and blue lamps are required on steel surface including cost of all labour and materials and scaffolding all complete as per building specification and direction of E/I.(BCD-5.8.40)Ladder, M.S. pipe |
| 17 | Providing Two Coat of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface thoroughly ,scaffolding and taxes all complete as per building specification and direction of E/I(BCD-5.8.43) Ladder, M.S. pipe |
| 18 | Providing and fixing G.I . pipe railing having 1.0M height consisting 50x50x6mm thick M.S angles as verticals at 1.50M C/C and additional posts at every corner with 3rows of 25mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paints of approved colour and shade including cost of all labour, transporting bends to curved shape ,etc complete(MJP- Sl-01 ,Section-H ,page 58) in 3 row, Railing |
| 19 | Providing and applying 2mm thick J.K. Putty punning on the wall &ceiling including a coat of cement primer all complete as per direction of E/I. outer wall, Roof top |
| 20 | Providing two coats of plastic emulsion paint of approved shade and make over a coat of cement primer over old surface including preparing plastered surface by rubbing smooth with pumice stone or fine sand paper ,applying putty wherever required , scaffolding, washing of floors and taxes all complete as per building specification and direction of E/I.(SOR-5.8.20) As per Item no 16 |
| 21 | Proving and fixing in position M.S. Ladder 0.50M wide Consisting of 75x10mm M.S flat as stringers and 16mm dia M.S bars in double row as per steps placed at 25cmC/C including Cost of materials and labour involved welding ,anchoring and applying 3 coats of anticorrosive paint, etc complete as directed by E/I(MJP-Sl-5 ,Section-K (iii) Page No 217 ( 2 unit) (8x2= 16m ) |
| 22 | Providing PCC M-200 in nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I ( BCD-5.3.1.1) |
| 23 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).DSR- 11.20.1 Light shade pigment using white cement |
| 24 | Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.(a) Cement (Lead up to 10.00Km) |
| 25 | (b)Coarse Sand(Lead up to1+19=20.00Km) |
| 26 | (c)Stone Chips (Lead up to1+19=20.00Km) |
| 27 | (d)Brick(Lead up to(1+7= 8.00Km) |
| 28 | ADD GST 18% (9 % CGST & 9 % SGST) |
| 29 | Add Labour Cess 1 % Please Enable Macros to View BoQ information |
