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| 1 | Earth work in excavation of foundation trenches in hard soil including dressing sides and levelling the bed up to the required depth and depositing the excavated materials away from the work site within 50 m initial lead & 1.5 m initial lifts with sundries. |
| 2 | Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layer not exceeding 23 cm. in depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost. |
| 3 | Filling F&P with excavated earth including cost of all materials and labour |
| 4 | Providing and laying plain cement concrete of proporation (1:3:6) in foundation and floors using 4 cm size black hard crusher broken granite stone metal and screened and washed sharp sand for mortoa of approved quality and from approve quarry including hoisting, lowering, laying concrete, ramming, watering and curing etc completed to required levels laid in favour not exceeding 15 cm |
| 5 | R.C.C. work with M-20 grade with 20mm and down graded balck hard granite (CB) stone and chips Column Bed |
| 6 | Plinth Band |
| 7 | Column upto bottom of PB |
| 8 | Lintel bend allround |
| 9 | Chajja |
| 10 | Wall Beam |
| 11 | RCC Roof Slab with (M-20) grade concrete including centering, shuttering, etc complete |
| 12 | Providing and laying 25mm thick grading concrete over roof slab with (1:2:2) 4.7 mm |
| 13 | Strightening, cutting, bending bent up or coiled rods, including cranking, hooking, weiding or jointing the MS rods or tor confirming to I.S. 432 (Plain) and 1785 (Tor) steel and binding, tying the grills, hoisting, lowering and placing in proper position required for RCC works including cost, conveyance and taxes of MS rods or tor steel and binding wires of 18 to 20 gauge and cost of all labour with all T&P required for the work etc. complete as directed by the Engineer-in-charge |
| 14 | Fly ash brick masonary in cement mortor (1:6) on supperstructure using kiln burnt bricks of 10\\" size having a crushing strength of not less than 75 kg per Sq.com with dimensional tolerance + 8 percent after immersing bricks for six hours in waters before use with all necessary projections, splays cutting, circular moluding, chamfering, corbelling, watering, curing etc complete including cost, conveyance |
| 15 | Fly ash brick masonary in cement mortor (1:6) on supperstructure using kiln burnt bricks of 10\\" size having a crushing strength of not less than 75 kg per Sq.com with dimensional tolerance + 8 percent after immersing bricks for six hours in waters before use with all necessary projections, splays cutting, circular moluding, chamfering, corbelling, watering, curing etc complete including cost, conveyance |
| 16 | Providing 12 mm thick Cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance,royalties and taxes of all materials with wall along X-X' direction |
| 17 | Providing 16 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints i |
| 18 | Providing fixing tiles in floors of size 600 x 600 mm of approved make conforming to IS: 1355 laid on 20 mm thick cement mortar 1:4 (1 cement: 4 course sand) and filling joints with white cement of approved quality including cost of all materials, labour T&P etc require for the work all complete as per direction of Eingineer-in-charge |
| 19 | Chequered tile |
| 20 | Supplying, fitting, fixing of tile in dadoo marbonite or equivelent make in all floors using vertified tile over 12mm thick cement plaster (1:3) jointed with neat cement slurry mixed with pigment to match the shades of the tiles including cot, conveyance and taxes of all materials, cost of all labour, T&P etc complete as per the direction of the engineer-in-charge |
| 21 | Supplying of MS grills, MS door, MS gate etc inlcuding cost, conveyance of all materials etc. complete as per the instruction of Engineer-in-charge |
| 22 | Painting two coat with approved emulsion paints of approved colour, shade on wall surface over a coat of wall primer including sand papering, polishing the surface, cost, conveyance, taxes of all material and cost of all labour with T&P etc, complete as per specification & direction of Engineer-in-charge |
| 23 | Wall primer one coat with wter bound primer (Room inside+room outside) incluidng cost, conveyance all material, labour and T&P etc complete |
| 24 | Painting two coats of distemper with approved colur, shade including cost, cinveyances, taxes of all materials and cost of all labour with T&P etc, complete as per specification & direction of Engineer-in-charge |
| 25 | Painting two coats to new Iron work with approved enamel paints of approved colour, shade over a cost of primere including sand paperning, polishing the surface, cost, conveyances, taxes of all materials and cost of all labour with T&P etc, complete as per specification & direction of Engineer-in-charge |
| 26 | 2.5 thick A.S. flooring with 12 mm size C.B.chips in CC (1:2:4) including cement punning etc all compete as per Engineer-in-charge Add for spectic tank |
| 27 | Interlocking pavour block of M-30 grade of approved make, variety, colour and size made by block making machine with strong vibratory compaction of approved design and shape laid in required colour pattern over 50mm thick compacted bed of course sand- Front Portion |
| 28 | Add CIB |
| 29 | EI works |
| 30 | PH works Please Enable Macros to View BoQ information |
