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| 1 | Clearing jungle Including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. As per S.1. No. 2.31 Page 95, V-1 |
| 2 | Earth work in excavation by mechenical means (Hydraulic excavator)/manual means in foundation treanches or drains (not exceeding 1.5 m in width 10 sqm on plan) Including dressing of sides and ramining of bottoms, for all lift Including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. As per Sl. No. 2.8,1 Радо 91, V-1 |
| 3 | Treatment of soil under existing floors using chemica emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement: 2 Coarse sand) to match the existing floor: As per SJ. No. 2.35.3 Page 95, V-1 |
| 4 | 1:5:10 (1 cement: 5 fine sand derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) As per 5.1. No. 4.1.11 Page 104, V-1 |
| 5 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in As per S.1. No. 6.2.2 Page 127, V-1 |
| 6 | 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: 1:2:4 (1 cement 2 coarse sand (zore-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources As per SL. No. 5.1.3 Page 113, V-1 |
| 7 | 12 MM THICK PLASTER IN 1:4 CEMENT AND C/SAND MOTAR IN PLINTH As per S.I. No. 13.1.1 Page 217, V-II |
| 8 | Excavating, supplying, stacking 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 foundation trenches, plinth, sides of foundation etc. complete for all lift. DSR 2023 Sl. No. 2.25(a( Page 94, V-I |
| 9 | Supplying and filling in plinth with sand under floors, including watering. ramming, consolidating and dressing complete DSR 2023 SL No. 2.27 Page 94, V-I |
| 10 | 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 |
| 11 | 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 |
| 12 | Reinforced cement concrete work in beams, suspended floors, rocfs having slope up to 15\" landings, balconies, shelves, chajjas, lintels, panas, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources: 3 graded As per 5.1. No. 5.3 Page 113, V-J |
| 13 | Reinforced cement concrete work in beams, suspended noors, rocts having slope up to 15\" landings, balconies, shelves, chaljas, inteis, panas, plain window zils, staircases and spiral stair cases above plinth level up to floor live level. eacluding the cost of centering, shuttering, Anishing and reinforcement with 1:15:3 (1 cement: 1.5 coarse sand (zone III) derived from natural sources: 3 graded As per SL No. 5.3 Раке 113. У-1 |
| 14 | 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.L.No. 10.25.2 |
| 15 | 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 5.1. No. 117 Page 189, V-1 |
| 16 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in 1:4 Mortar As per SJ. No. 6.2.2 Page 127, V-1 |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medlum Tensile steel bars As per S.1. No. 5.22.1 Page 118, V-1 |
| 18 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to 15: 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 SJ No. 12.41.2 |
| 19 | 12 mm thick cement plaster of mix: 1:6 (1 cement: 6 fine sand) AT SMOOTH SURFACE, As per S1. No. 13.1.2 Page 217, V-11 |
| 20 | 15 mm thick cement plaster of mix: 1:6 (1 cement: 6 fine sand) AT rough surface, As per SI No. 13.2.2 Page 217, V-II |
| 21 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections As per Sl. No. 5.30 Page 119, V- |
| 22 | 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- |
| 23 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), jointing with grey cement slurry 3.3 kg/sqm including grouting the Joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm As per S.I. No. 11.41.2 Page 194, V-1 |
| 24 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS: 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand). Jointing with grey cement slurry @3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. As per S.I. No. 11.37 Page 193, V-I |
| 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, |
| 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-1 |
| 27 | 12MM THICK BEARING PLASTER IN 1:3 MORTAR (1 cement: 3 coarse sand) As per S.1. No. 13.9.1 Page 217, V-II |
| 28 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform As per S.I. No. 5.9.3 Page 115, V-I |
| 29 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers As per S.l. No. 5.9.5 Page 115, V-I |
| 30 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40*40*6 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*406 mm for diagonal braces As per S.I. No. 10.5.1 Page 183, V-I |
| 31 | Providing and fixing water closet squatting pan (Indian lype WC pan) with 100 mm sand cast Iron P or Strap, 10 litre low level white P.V.C. flushing ctatem, including flush pipe, with manually controlled device (handle lever) conforming to 15 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: DSR-2023 5.1. No 17.1.1. Page 265 V-11 |
| 32 | Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS 7231, with all fittings and fixtures complete DSR-2023 S1. No. 17.10.1 Page 268, V-11 |
| 33 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, I5 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank, DSR-2023 5.1. No. 18.48 Page 288, |
| 34 | Providing and foong brass bib cock of approved quality, DSR 2023, page no.282) 18.15.1 V-II |
| 35 | Providing, fixing and embedding sand cast iron accessories for rain water pipes in the masonry surrounded with 12 mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately dsr 2023 page 205, item no 1241.2V-1 |
| 36 | Providing and fixing G.L. pipes complete with G.1. fittings and clamps, including cutting and making good the walls etc. Internal work-Exposed on wall DSR-2023 SL. No. 18.10.1. Page 281, V-I |
| 37 | Providing and applying white cement based putty of average thickness 1 mm. approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete As per SL. No. 13.80 Page 223, VA |
| 38 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved 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 cuat with cement primer having VOC content less than 50 gram/litre As per S.1. No. 13.41.1 Page 220, V-II |
| 39 | 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.L. No. 13.44.1 Page 220V-11 |
| 40 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture as per DSR-2023 Si no, -13.62.1 |
| 41 | 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.5. box and earthing the point with 1.5 sq.mm. FRLS PVC Insulated copper conductor single core cable etc. as required. as St No. 1.8.1 DSR (EAM), 2022 |
| 42 | Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 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 St No. 1.8.1 DSR (E&M). 2022 |
| 43 | 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 SI No. 1.5 DSR (E&M), 2022 |
| 44 | 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 |
| 45 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade as required. 25 Sqmm as Sl No. 9.1.4 DSR (E&M), 2022 |
| 46 | 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 SI No. 2.4.1 DSR (E&M), 2022 |
| 47 | Supply and fixing 40 Amp rating, double pole, 240 V, isolator in the existing DB complete with connections, testing and commissioning etc. as required N2.12.1 DSR (E&M), 2022 |
| 48 | Earting with G.L. earth pipe 4.5 metre long, 40 mm dia including accessories, 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 (E&M), 2022 |
| 49 | Granular Sub-base with Well Graded Material (Table 400.1)A) By Mix in Place MethodConstruction 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 |
| 50 | Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mmSupply of 80MM thick ISI marked I shaped Mechanically Compresed interlocking cement concrete paver blocks smooth/high gloss finish siid resistant manufacture from rubber mould through vibro compression machine having plan dimension 200*(160+120mm) with minimum 5mm thick topping. The compresive strength of concrete paver block shall not be less than 30 Mpa and weight 4.50kg per no. Conforming To IS: 15658-2006 including cost of Material labour T&P. Grey as per drawings and Technical Specification Clause 1504 |
| 51 | Supply and fixing hexagonal Fan box with hexagonal side of 80 mm in length febricated from 16 SWG MS sheet incorporating 10 mm dia WS round bar duly bent for supporting fan hanger duly painted with red oxide and screwing arrangement with wiring conduit laid in the R.C.C.foof before concreting along with supply of all material labour T&P etc. Sl No. 1149 |
| 52 | S/FIXING OF M.S SIGN BOARD |
| 53 | Less 5% for competitive price efficeincy Please Enable Macros to View BoQ information |
