|
| 1 | (B-1.9.3) Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available : Hard rock(blasting prohibited) useful material 30% |
| 2 | B/1.7.3 Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed:Hard rock(blasting prohibited) useful material 30% |
| 3 | (B-3.1.6) Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 4 | (B-4.1) Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix |
| 5 | (B-4.9) Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 6 | (B-4.13.3) Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 7 | (S-3.16.3) P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 110mm dia |
| 8 | P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant:(a)Bend 87 .5 110mm dia (S-3.17.9) |
| 9 | (B-1.10.1.)Excavating trenches of required width for pipe cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. Pipes cables, etc. not exceeding 80mm dia |
| 10 | Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification (B-3.8) |
| 11 | (B/12.34.1)White washing with lime to give an even shade including all scaffoldingNew work (three or more coats).: |
| 12 | G-4.2-Carriage of Building Rubbish Stone metal (Grit and ballast etc.) up to 105.0 KM including loading and unloading |
| 13 | Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed:(B-1.1)All kinds of soil |
| 14 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in Cement Mortar 1:6 ( 1-Cement : 6-Sand). (B/6.1.6) |
| 15 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish 20mm thick. (B/12.3.2) |
| 16 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: (B/9.2) |
| 17 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm thick nominal size aggregate.(B-11.3.1) |
| 18 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work. (B/ 12.46.1) |
| 19 | Supply of graded broken hard stone aggregates free from katcha stuff ,deleterious & organic matters as per IRC /MORTH specifications including stacking as per the standard specifications 53mm to 22.4mm crusher broken with an average lead of 20 Kms.(R/16.11.2) |
| 20 | Providing & laying of Interlocking M-30 Grade Concrete Block Pavement having thickness 60mm as per drawing and as per IS15658:2006.and materials conforming to MoRTHSpecification Clause602 with M-30grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks Category'B':DentatedonlytwosidelikeI,Z,TshapeasperIRC:SP:63-2004 {R-6.3 (II)b} |
| 21 | Supply & fixing of Fiber reinforced Ferro cement draincover (lightduty) designed for side drain for class\\"B\\"Road loading duly marked on cover with adequate steel reinforcement having thickness 50 mm to 75 mm anti corrosivebitumenpainted M.S.plate Rimandon M.S. lifting hooks additives & admixture like plasticizer shrinkage resistance compoundabrasion resistantasper approved drawing and design complete in all respect for drain Opeining Size 451 to 700mm Standard Drain Cover Size 1000mm x 900mm x 60mm R/16.42.2 |
| 22 | Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid in approved fixed side formwork (steel channel, laying and fixing of 150micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using Fixed Form Paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 with all required equipments (Dowel Bars & tie bars will be paid seprately). R-6.1 |
| 23 | Labour charges for spreading of available 20 to 63mm nominal size hand / crusher broken stone aggregates in uniform layer of 100mm thickness in yard of any substations (charged /uncharged GSS ) with manual /mechanical means , as permitted by engineer in charge with due care , as per safety norms of substations , complete in all respect with all lead and lift. (payment shall be done as per stack measurement , after deduction of voids , as per norms. Please Enable Macros to View BoQ information |
