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| 1 | Excavation in foundations,trenches etc., in earth work, lift upto 1.50 mts. Stacking the excavated soil not more than 3 mts. Clear from the edge of the excavation & then returning the stacked soil in 15 cms. Layers,when required into plinths sides of foundation etc.,consolidating each deposited layers by ramming & watering & then disposing of all surplus excavated earth as dierected within all leads & lifts as per entire satisfaction of Engineer in charge. |
| 2 | Taking earth work @ 50% with dewatering of total qty.of excavated earth pick work / jumper work ( 50 % pick work & 50 % jumper work) |
| 3 | Taking earth work @ 50% without dewatering of total qty.of excavated earth in Chieseling in hard rock. |
| 4 | Providing & laying cement concrete 1:3:6 (1cement : 3 sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in Foundation & plinth. |
| 5 | Providing & laying cement concrete 1:1.5:3 (1cement :1.5 sand : 3 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :- |
| 6 | (i) Foundation,footing,bases of columns and the like & mass concrete. |
| 7 | (ii) Wall (any thickness but not less than 0.10 mts.Thickness)attached pillasters,buttresses plinth,& string courses etc.from top of found. level upto floor two level |
| 8 | (iii) for rcc work in columns, pillars posts and struts |
| 9 | Prov.form work with steel plates 3.15 mm thick welded with angle iron in frame 30 x 30 x 5mm,so as to give a fair finish i/c centring shuttering,strutting & propping etc. with wooden battens & ballies,ht. of propping & centring below supporting floor to ceiling not exceeding 4.00 mts. & removal of the same for in situ-reinforced concrete & plain concrete work :- |
| 10 | (i) Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters, buttresses,plinth & string courses & the like. |
| 11 | (ii) Flat surfaces such as soffits of suspended floor,roofs, landing & the like. |
| 12 | Prov.in RCC work smooth finishing of the exposed surface with cement mortor1:3(1cement :3 sand ) |
| 13 | Providing & laying cement concrete 1:1.5:3 (1cement :1.5 sand : 3 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :- |
| 14 | (i) Suspended floor,roofs,landing & shelves & their support balconies , beams,girders, bressumers & cantilever upto floor level. |
| 15 | Providing Tor steel reinforcement for RCC work i/c bending,binding & placing complete upto floor two level. |
| 16 | Steel work welded in built up sections,trusses & framed work i/c cutting,hoisting & fixing in position & applying a priming coatof red paint :- In grating, framed ,guards,bars, ladders, railing,brackets & similar works. |
| 17 | Providing & laying in trenches GMS/MS Tubes (L/M class) tube fitting(Earth work in trenches to be measured & paid for separately) 150mm dia |
| 18 | Providing & fixing CI Sluice valve (with hand wheel) as per IS : 780-1984 class-I upto 300 mm dia.(i/c brass spindle & as per 2906-1984 class-II for dia.> 300 mm) complete with bolts nuts,rubber insertion etc.,(the tail piece if required shall be measured & paid for separatly) |
| 19 | Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia. & 180 mm deep(inside) with chained lid RCC top 1:2:4 mix (1 cement :2 sand :4 graded stone aggregate 20 mm nominal size) 100mm thick foundation concrete 1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1 :3 (1 cement : 3 sand) finished with a floating coat of neat cement i/c curing complete. 600 x 600 x 750 mm inside size With 150 mm thick walls of RCC 1:2 :4 (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways |
| 20 | Prov. & fixing SFRC Man hole cover with frame having frames size of 560 mm internal dia.should not be less than 100 kg |
| 21 | Stone filling behind the long wall facing towards U/S side |
| 22 | Providing and laying of No fine concrete 1:4 (1cement:4 stone aggregate) complete in all espect. Please Enable Macros to View BoQ information |
