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| 1 | A) Water connectionEarthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5m in width or 10 sq. M. 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 within a lead of 50m.a) All kinds of soil |
| 2 | Pillar for Water tank |
| 3 | A ) Water Pipe line From Meter Line to Fabricated Water Tank Stand |
| 4 | B) Nursary |
| 5 | Total |
| 6 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. In pipeline trenches and other foundations complete. |
| 7 | Pillar |
| 8 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: |
| 9 | All works upto plinth level |
| 10 | Pillar |
| 11 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) (Square Hollow Section (SHS) IS4923 /Rectangular Hollow Section (RHS) IS4923/ Circular Hollow Section (CHS) IS1161 closed Structural Steel of approved make (Min Yeild Stress 310 Mpa)) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 12 | 75X75X3 mm |
| 13 | Pillar |
| 14 | Pillar Top |
| 15 | 40.50 mt * 5.78 Kg/mt |
| 16 | 40*40*3mm |
| 17 | Cross section |
| 18 | Middle Portion |
| 19 | Top Portion |
| 20 | 46.40 mt * 3.48 KG/MT |
| 21 | Total weight = 234.09 +161.47 = 395.56 |
| 22 | Applying priming coat with ready mixed primer of approved brand and manufacture on steel work. |
| 23 | 75x75x2.6mm |
| 24 | 40x40x2.6mm |
| 25 | Painting two or more coats (excluding priming coat) with superior quality ready mixed paint for steel work of approved brand & manufacture in all shades on new work to give an even shade. |
| 26 | 75x75x2.6mm |
| 27 | 40x40x2.6mm |
| 28 | Steel work in single sections (SAIL, TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only) including cutting, hoisting fixing in position and applying a priming coat of red lead paint. |
| 29 | In flats of all sizes |
| 30 | M S Plate 5mm |
| 31 | 39.25 Per/m2 x4.50 =176.62 |
| 32 | Providing and fixing ASTM UPVC pipe, conforming to ASTM 2467 with ISO 14001, including all UPVC plain & brass threaded fittings, including jointing of pipes & fittings with one step UPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer. External work. |
| 33 | SCH-40(blue)/(white) |
| 34 | 25mm outer dia .for main line |
| 35 | 20mm outer dia. For Nursery |
| 36 | Providing and Fixing water tank Connection including Tank Connector (4 nos) and accessories |
| 37 | Providing and fixing ball valve (brass) of approved quality : |
| 38 | High pressure with P.V.C. floats: |
| 39 | 20mm nominal bore |
| 40 | 25mm nominal bore |
| 41 | Providing and placing on terrace roof of floor two (1st flor roof single piece rotational moulded polythene water storage tank having I S I mark and conforming to I S 12701; 1996. |
| 42 | 1000 lit .capacity |
| 43 | Foot Path |
| 44 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. 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 within a lead of 50 m. |
| 45 | All kinds of soil |
| 46 | Kerb wall |
| 47 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. In pipeline trenches and other foundations complete. |
| 48 | Kerb wall |
| 49 | Flooring |
| 50 | Total |
| 51 | Providing & laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded granitic or basaltic stone aggrt. 40 mm. nominal size) excluding cost of centering, shuttering and finishing in: |
| 52 | All works upto plinth level |
| 53 | Foot Path |
| 54 | Laterite masonry in neatly dressed stones for 20 cms thick masonry walls in cm. 1 : 4 (1 cement : 4 coarse sand) in foundation upto plinth level |
| 55 | 18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coar1se sand) finished with sponge. |
| 56 | Roadside |
| 57 | Providing and laying in design & pattern factory made chamfered edge Cement Concrete paver blocks ( C. C. paver blocks) of M35 strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with river/manufactured sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer’s specifications & direction of Engineer. |
| 58 | 60mm thick with Grey colour |
| 59 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) (Square Hollow Section (SHS) IS4923 /Rectangular Hollow Section (RHS) IS4923/ Circular Hollow Section (CHS) IS1161 closed Structural Steel of approved make (Min Yeild Stress 310 Mpa)) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 60 | Pillar 60mm*60mm*2.6mm |
| 61 | 90.00met x4.54 kg/met =408.60 |
| 62 | 40mmx40mmx2.6mm |
| 63 | Frame |
| 64 | 306.00mt x 3.48 kg/mt =1064.88 kg |
| 65 | MS Flat Patti 30x5mm |
| 66 | 306.00mt x1.18kg/mt = 361.08 kg |
| 67 | Total wt (a+b+c ) = 408.60+1064.88 +361.08=1834.56 kg |
| 68 | Applying priming coat with ready mixed primer of approved brand and manufacture on steel work. |
| 69 | 60mmx40mm x2.6mm |
| 70 | 40x40x2.6mm |
| 71 | Total |
| 72 | Painting two or more coats (excluding priming coat) with superior quality ready mixed paint for steel work of approved brand & manufacture in all shades on new work to give an even shade. |
| 73 | 60mmx40mm x2.6mm |
| 74 | 40x40x2.6mm |
| 75 | Total |
| 76 | Providing flat iron hold fast 40 cm including fixing to frame with 10 mm dia bolts, nuts and wooden plugs and embeded in cement concrete block 30 x 10 x 15 cm 1:3:6 mix (1 cement: 3 coarse sand: 6 stone aggregate 20 mm nominal size. |
| 77 | 40 x 3 mm flat iron hold fast, 15 cm long |
| 78 | Providing and fixing G.I. chain link mesh 6.35cm x 6.35 cm x 10 gauge (2.5” x 2.5” x 10 gauge) fixed with angle iron posts and struts by G.I. or M.S. staples at 20cms apart with welding with the iron posts (placed at 3 meters centre to centre) including providing barbed wire stiffeners (shall weigh 9.33 kg. per 100 meters minimum) at top and bottom with barbed wire stiffers by binding wires at 50cms centre to centre complete as per the direction of the Engineer – in – charge (angle iron posts struts, earthwork and concrete for fencing posts and struts to be paid separately |
| 79 | Frame |
| 80 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: |
| 81 | pillar |
| 82 | Applying priming coat with ready mixed primer of approved brand and manufacture on steel work. |
| 83 | Wire mesh |
| 84 | Painting two or more coats (excluding priming coat) with superior quality ready mixed paint for steel work of approved brand & manufacture in all shades on new work to give an even shade. |
| 85 | Wire mesh Please Enable Macros to View BoQ information |
