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| 1 | Item no 1 Wall 80 Mtr. 6 Feet Height |
| 2 | Clearing jungle including uprooting of rank vegitation ,grass,brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removel of rubbish up to a distance of 50m outside the periphery of the area cleared PWD BSR B-1 Item,1.6 |
| 3 | Earth work in excavation by mechanical means (hydraulic excabator ) manual means over areas ( exceeding 30 cm in deapth 1.5 m in width or 10 sqm on plan) icluding excavated earth, lead upto 50m and lift upto 1.50m disposal earth to be levelled and neatly dressed ,all kinds of soil B-1 Item1/1.6 |
| 4 | Providing and laying in position cement comcrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up ti plinth level, 1:5:10 (1 cemet : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size B-3 Item,3.1.7 |
| 5 | Random Rubble stone masonry for foundation and plinth in Cement Sand mortar above 30 cm thick wall in : Cement Mortar 1 : 6 (1-Cement : 6-Sand). -6, Item,6.1.6 |
| 6 | Random Rubble stone masonry for superstructure above plinth level one storey height above 30 cm. thick walls in : Cement Mortar 1 : 6 (1-Cement : 6-Sand). -6, Item,6.2.6 |
| 7 | Plaster on new surface on stone masonary in cement sand mortar 1:3 including racking of joints etc. complete fine finish 25 mm thick B-12, Item12.1.1, |
| 8 | Pointing on stone masonry in cement sand mortar 1 : 3 (1 cement : 3 sand) : flush / ruled B-12, Item12.30.1 |
| 9 | Providing and laying damp proof course with cement concrete Grade M-150(1:2:4) Mortar prepared with 1 % soluition of water proof compound complete as per specification 50 mm thick -3, Item,3.7.1 |
| 10 | Item no 2 Anicut (WHS) |
| 11 | Laboure charge for layout dagbellig of Pucca structure including siteclearnace RVP BSR CH-4item-2 |
| 12 | Earth work in excavation 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils PWD 1.8 |
| 13 | 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). PWD 3.1.6 |
| 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). PWD 6.1.6 |
| 15 | Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in : Cement Mortar 1:6 ( 1-Cement : 6-Sand). PWD 6.2.6 |
| 16 | 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). PWD 3.1.6 |
| 17 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :25 mm thick PWD 12.3.1 |
| 18 | Earth work in excavation 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils PWD 1.8 |
| 19 | Item no 3 Jhopa 1st |
| 20 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils 1.8 |
| 21 | 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). 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).3.1.6 |
| 22 | 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. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). 3.1 |
| 23 | 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 4.1 |
| 24 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five 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 for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix PWD 4.2 |
| 25 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five 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 for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix PWD 4.3 |
| 26 | 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. Footing Bases of column sizes 300x 300mm PWD 4.9 |
| 27 | Columns, pillars, posts and struts etc.RCC Pillar 0.3 x 0.3 mtr PWD 4.10.3 |
| 28 | Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. PWD 4.10.2 |
| 29 | 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. Thermo-mechanically Treated bars (Conforming of relevent IS code) Qty taken 90 kg per cum PWD 4.13.3 |
| 30 | Random rubble dry stone Kharanja under floor. PWD 11.26 |
| 31 | Providing and Fixing Chiken wire mesh at the joint of masonry members/ R.C.C. Members with Nails complete in all respect. PWD 17.35 |
| 32 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :25 mm thick. PWD 12.2.1 |
| 33 | Finishing walls with textured exterior paint of required shade as per approved colour complete as per manufacturers specifications including primer coat and protecting coat Trowel Finish av. thickness 1500 to 2000 microns. Trowel Finish av. thickness 1500 to 2000 microns. PWD 12.44 |
| 34 | Providing and fixing 50mm thick cement concrete flooring with Metallic concrete hardener topping, under layer of 38mm thick cement concrete 1:2:4 (1-cement : 2-coarse sand : 4-graded stone aggregate 20mm thick nominal size) and top layer of 12mm thick metallic concrete hardener consisting of mix 1:2 (1 cement : 2 stone aggregate, 6mm nominal size) by volume & mixed with metallic hardening compound of approved quality @ 2Kg./Sqm including cement slurry, rounding off edges etc. but excluding the cost of nosing of step etc. complete. PWD 11.4 |
| 35 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.Earth filling up to plinth PWD 1.25 |
| 36 | Item no 4 Jhopa2nd (2nos) |
| 37 | Earth work in excavation 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils PWD BSR 1.8 |
| 38 | Providing and laying in position cement concrete including curing,compaction etc. complete in specified grade excluding the cost ofcentering and shuttering - All work up to plinth level. PWD BSR 3.1 |
| 39 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in PWD BSR 6.1.3 |
| 40 | Beams, Columns, slabs, Shelves, Vertical & horizontal finsindividually or forming box louvers setting in cement mortar 1:2 (1cement: 2 sand) or grouts as per requirements PWD BSR4.18.5 |
| 41 | Providing and laying in position specified grade of cement concretefor RCC structural elements upto floor five 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 for Walls (any thickness) including attachedpilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix PWD BSR 4.2 |
| 42 | Random Rubble stone masonry with hard stone in superstructureabove plinth level and upto five level above 30cm. thick walls in PWD BSR 6.2.4 |
| 43 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :Suspended floors, roofs, landings, staircases, balconies, girders,cantilevers, bands, coping bed plates, anchor blocks, sills,chhajjas, lintel, beam, plinth beam etc. |
| 44 | Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish :20mm thick PWD BSR 12.1 (176) |
| 45 | 12.65 Spray painting in approved shade and approved quality with Duco paint of required colour to give even shadewith two or more coats by compressor including sand papering, NC putty filler coat etc complete in all respect as per design given by Engineeer incharge on new work. PWD BSR 12.65 |
| 46 | 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) PWD BSR 4.13 + 4.14 |
| 47 | Item no 5 Lav Kush Statue |
| 48 | 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 usefulmaterial if available: Ordinary Rock PWD BSR 2022 CH-B 1/ Item 1.9.1 |
| 49 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing: M-10 grade Nominal Mix (with graded stone aggregate 20mm nomial PWD BSR 2022 CH-B3/Item 3.1.4size) |
| 50 | Supplying & fixing welded mesh 25X25X 2.1 mm PWD BSR 2022 Item from material list 8735 |
| 51 | Extra for making Ornamental design like Kangooras Gola etc. as per Jaipur practice in cement plaster PWD BSR 2022 CH-B 12/ Item 12.28.1 & 12.29 |
| 52 | Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in: cement mortar 1:6 (1 cement: 6 coarse sand) |
| 53 | Providing and fabricating reinforcement for RCC work including straightening, cutting, bending, placing in position in binding (including cost of binding wire) all complete up to floor three level Thermo mechanically treated bars (IS:1786) PWD BSR 2022 CH-B 4/ Item 4.13.3 |
| 54 | Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish :12mm thick PWD BSR 2022 CH-B 12/ Item 12.1.3 |
| 55 | Spray painting in approved shade and approved quality with Duco paint of required colour to given even shade with two or more coats by compressor including sand papering, NC putty filler coat etc. complete in all respect as per design given by Engineer incharge on new work. PWD BSR 12.65 |
| 56 | Providing and applying white cement based putty over plastered sufaceto prepare the suface even and smooth complete PWD BSR 12.22.1 (76) |
| 57 | Item no 6 Chain Link Fencing 138 Mtr. |
| 58 | Supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 Mtr. apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with (50 x 50 x 6cm) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size. 50mm x 50mm x 3.15mm PWD BSR 9.36 Please Enable Macros to View BoQ information |
