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| 1 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. Hard Roack blasting prohibited and their intermediate classification of soils including, dewatering wherever required, setting of to the required lines, levels as shown on the drawing and directed by the Engineer -in-charge at site, according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (To be arranged by the contractor) including payment of prescribed charges of dumping to the owner of dumping site as per satisfaction of Engineer-in-Charge through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour (if required).All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation the usefull stones as per the direction of the Engineer-in-Charge. Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges. |
| 2 | Providing form work with steel plates 3.15mm(three point one five milimetre) thick welded with angle iron in frame 30x30x5mm (thirty into thirty into five milimetre)so as to give a fair finish i/c centring, shuttering, strutting and propping etc. with wooden battens and bailies in all heights or propping and centring, below supporting floor to ceiling and removal of the same for in situ- reinforced concrete and plain concrete work including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i) Founddation footin basis of etc.and mass concrete. |
| 3 | (ii) Beams, ccccantilever, griders and lintels,sides and soffits of beams, beams haunchings, cantilvers, bressumers and lintels of any in depth in all heights from floor. |
| 4 | Providing and laying cement concrete 1:6: 12(one cement:six sand: twelve graded stone agg.40mm(forty milimetre) nominal size)and curing complete excluding cost of centring and shuttering including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (a) Foundationa and plinth |
| 5 | Stone solling including supply of stone and prepration surface complete.all leads and lifts as per directions of the Engineer-in-Charge. (a) Foundationa and plinth |
| 6 | Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)1:2:4 (one cement : two coarse sand) : four graded stone aggregate 20 mm (twenty milimetre) nominal size) |
| 7 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawing and technical specification clauses 1002, 1005, 1010 & 1202 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. |
| 8 | Providing and fixing 0.60mm(zero point six zero milimetre) thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 microns over 5 microns primer coating to back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 8mm dia metre with prepainted limpet and bitumen washers complete with all accesoriees as required as per the direction of Engineer-in-charge. |
| 9 | Providing and fixing ridges or hips 60 cm (Sixty centimeter) over all with 0.60mm(zero point six zero milimetre) thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster organic coating of 20 microns over 5 microns primer coating to back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia metre with prepainted G.I. limpet and bitumen washers including carriage of materials through all modes of transportion with in all leads and lilfts as per HP. PWD. specification of 1990 volume-I and as per direction of Engineer-in-Charge.0.63mm (Zero point sixty three millimetre)thick |
| 10 | Providing and fixing M.S black/ BP Sheet 2mm thick in eaves board. Facia/ soffits/ ceiling including cutting, fixing and welding to steel roof members and applying a coat of red lead primer complete as per the instruction of Engineer-in-Charge (Base members of steel work shall be measured & paid separately) |
| 11 | Providing applying intigral crystilline (dry shake) of hydrophilic in nature for waterproofing treatment to the RCC structure like basement raft, foundation slab,seweer and water treatment plant slab, warehouse floor, parking stucture and water tank bsae slabe etc. sperkilg 0.60 kg per sqm or higher as a recomended by the manufacturing specification aver tehlean concrete of above cited structure. as per direction of Engineer-in-Charge. |
| 12 | Second class Brick work using common burnt clay building bricks in foundation and plinth level upto all floor level using second class building bricks in cement mortar 1:6 (1cement:6sand) . including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. |
| 13 | 15mm(fifteen milimetre) Cement plaster in single coat on the rough side of brick/concrete/stone walls for interior plastering upto floor two level including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.( a) Cement Mortar 1:6 (one cement:six sand) |
| 14 | Steel work welded in built up sections, trusses and framed work including cutting hoisting fixing in position and applying a priming coat of red lead paint including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (a) In gratings, framed guards bars ladders, railing, brackets and similar work. |
| 15 | Distempering (two coats) with oil bounds washable distemper of approved brand and manufacture and of required shade on undecorated wall surfaces to give an even shade over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even and sand papered smooth.Priming coat with distemper primer including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. |
| 16 | Providing and applying white cement based putty of average thickness 1mm ( one milimetre ) of approved brand and manufacture in all floor level , over the plastered wall surface to prepare the surface even and smooth complete.including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. |
| 17 | Painting two coats (excluding priming coat)on new steel and other metal surface under coat with ready mixed paint brushing to give an even shade including cleaning the surface all dirt,dust and other foreign matter including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge Please Enable Macros to View BoQ information |
