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| 1 | Earth work in excavation by mechenical means (Hydraulicexcavator )/manual means in foundation treanches ordrains (not exceeding 1.5 m in width 10 sqm on plan )including dressing of sides and ramining of bottoms, for alllift including getting out the excavated soil and disposal ofsurplus excavated soil as directed, within a lead of 50 m.As per S.I. No. 2.8.1 Page 91, V-1 |
| 2 | 1:5:10 (1 cement: 5 fine sand derived from natural sources: 10 giaded stone aggi egate 40 mm nominal size derived from natural sources) As per S.I. No. 4.1.11 Page 104, V-1 |
| 3 | Brick work with common burnt clay modular bricks ofclass designation 7.5 in foundation and plinth in As per S.I.No. 6.2.2 Page 127, V-1 |
| 4 | Centering and shuttering including strutting, propping etc.and removal of form for Foundations, footings, bases ofcolumns, etc. for mass concrete As per S.I. No. 5.9.1 Page |
| 5 | Providing and laying in position specified grade ofreinforced cement concrete, excluding the cost ofcentering, shuttering, finishing and reinforcement - Allwork up to plinth level: 1:1.5:3 (1 cement: 1.5 coarse sand(zone-II) derived from natural sources: 3 graded stoneaggregate 20 mm nominal size derived from naturalsources) As per S.I. No. 5.1.2 Page 113, V-1 |
| 6 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also Including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. DSR 2023 Sl. No. 2.25(a) V-1 |
| 7 | 12 MM THICK PLASTER IN 1:4 CEMENT AND C/SAND MOTAR IN PLINTII As per S.I. No. 13.1.1 Page 217, V-II |
| 8 | Brick work with common burnt clay F.P.S. (nori modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: As per S.I. No. 6.4.2 Page 127, V-1 |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering. finishing and reinforcement-All work up to plinth level. 1:1.5:3 (1 cement: 1.5 coarse sand (zone-II) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) As per S.I. No. 5.1.2 Page 113, V-1 |
| 10 | Reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, plinth and stringcourses, fillets columns, pillars, piers, abutments, postsand struts etc. above plinth level up to floor five level,excluding cost of centering, shuttering, finishing andreinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand(zoneIII) derived from natural sources. 3 graded stoneaggregate 20 mrn nominal size derived from naturalsources As per S.I. No. 5.2.2 Page 113, V-I |
| 11 | Reinforced cement concrete work in walls (any thickness). Including attached pilasters, buttresses, plinth and string courses, fillets columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources. 3 graded stone aggregate 20 mrn nominal size Iderived from natural sources As per S.1. No. 5.2.2 Page 113. V-1 |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars As per S.1. No. 5.22.1 Page 118, V-1 |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers As per S.I. No. 5.9.5 Page 115. V-1 |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts As per S.I. No. 5.9.6 Page 115, V-1 |
| 15 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.as per DSR-2023 S.I.No. 10.25.2 Page 185, V-1 |
| 16 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40406 mm angle iron arid 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40*40*6 mm for diagonal braces As per S.I. No. 10.5.1 Page 183, V-1 |
| 17 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade. 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns, Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required As per S.I. No. 12.50 Page 207 VI |
| 18 | Cement concrete pavement with 1:2:4 (1 cement: 2 coarse sand 4 graded stone aggregate 20 mm nominal size), including finishing complete. As per S.I. No. 11.7 Page 189, V-I |
| 19 | Brick work 1:4 with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in 1:4 Mortar As per S.I. No. 6.2.2 Page 127, V-1 |
| 20 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS: 13592 Type A, including jointing with seal ring conforming to IS: 5382, leaving 10 mm gap for thermal expansion, (1) Single socketed pipes. 110 mm diameter. As per DSR-2023 S.I No. 12.41.2 |
| 21 | 12 mm thick cement plaster of mix: 1:6 (1 cement: 6 fine sand) AT SMOOTH SURFACE, As per S.I. No. 13.1.2 Page 217, V-II |
| 22 | 15 mm thick cement plaster of mix: 1:6 (1 cement: 6 fine sand) AT rough surface, As per S.I. No. 13.2.2 Page 217, V-II |
| 23 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections As per S.I. No. 5.30 Page 119, V-I |
| 24 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections As per S.I. No. 5.30 Page 119, V-1 |
| 25 | 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, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate. As per S.I. No. 11.3.1 Page 189, V-1 |
| 26 | Providing and fixing glass strips in joints of terrazo/cement concrete floors. 40 mm wide and 4 mm thick As per S.I. No. 11.13.1 Page 190, V-I |
| 27 | Providing and fixing glass strips in joints of terrazo/cement concrete floors. 40 mm wide and 4 mm thick As per S.I. No. 11.13.1 Page 190, V-I |
| 28 | Distempering with Ist quality acrylic distemper (ready mixed) manufacturer and of required shade and colour all complete to achieve even shade and colour. New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre As per 5.1. No. 13.41.1 Page 220, V-II |
| 29 | Finishing walls with water proofing cement paint of required shade: New work (Two or more coats applied @3.84 kg/10 sqm) As per S.I. No. 13.44.1 Page 220, V-II |
| 30 | Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution As per S.1. No. 13.53.1 Page 221, V-II |
| 31 | Wiring for light point/fan point/exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FRLS PVC Insulated copper conductor single core cable etc. as required. as SI No. 1.8.1 DSR (E&M). 2022 |
| 32 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FRLS PVC Insulated copper conductor single core cable etc. as required, as SI No. 1.8.1 DSR (E&M). 2022 |
| 33 | Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.as per DSR(E&M)-2022 Si no.1.25 |
| 34 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC Insulated copper conductor single core cable in surface/recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC Insulated copper conductor single core cable for loop earthing as required, as Sl No. 1.5 DSR (E&M), 2022 |
| 35 | Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/recessed steel conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required, as SI No. 1.6 DSR (E&M), 2022 |
| 36 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 4 Way as Sl No. 2.4.1 DSR (E&M), 2022 |
| 37 | Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required. as SI No. 5.2 DSR (E&M), 2022 |
| 38 | Supply and fixing Industrial exit fan on roof comp at site. M.2. |
| 39 | Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 40 | Cement Concrete Pavement Cement Concrete with 2cm gauge approved stone grit, course sand & cement la proportion of 1.1.5.3 in CC Pavement (Thicjmess as Design) with 43 grade cement or any other type as per Clause 1501.2.2. coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene fiim, wedges, steel plates including levelling the formwork as per drawing).spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints,s, admixtures as approved, curing ofconcrete slabs for 14-daus |
| 41 | S/FIXING OF M.S SIGN BOARD |
| 42 | Less 5% for competitve price efficeincy Please Enable Macros to View BoQ information |
