|
| 1 | 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 Main DrainInternal Drain |
| 2 | Random rubble dry stone Kharanja under floor. |
| 3 | 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 40mm nominal size). |
| 4 | 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. M20 grade Nominal Mix. 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 5 | 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 |
| 6 | Add extra for providing richer mixes respectively at all floor levels Providing M-25 grade concrete by using cement as per codal provision instead of M-20 grade design mix. |
| 7 | Providing and Fabricating reinforcement for RCC work including strainghtening, cutting bending placing in position and binding (including cost of binding wire) all complete up to floor three level. Thermo-Mechanically Treated bars (Conforming of relevent IS code). |
| 8 | 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. |
| 9 | Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. Earth, Sand, Lime, Morrum manure or sludge. For 10 Km. |
| 10 | Providing and fixing of Reinforced Ferro cement Drain cover designed for class \"AA\" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti- corrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc. for drain Opeining Size 701 to 1200 mm Standard Drain Cover Size 1500mm x 600mm x 125mm |
| 11 | Brick masonry in foundation and plinth with bricks of class designation 75 in :Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 12 | Plaster on new surface on walls in cement sand mortar 1:4 including raking of joints etc. complete fine finish , 20 mm thick. |
| 13 | Random Rubble stone masonry for foundation& plinth height above 30cm. thick walls in :CM 1:6. |
| 14 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for \"AA\" class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications.Size 0.75 M x 0.75 M |
| 15 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for \"AA\" class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications.Size 1.00 M x 1.00 M |
| 16 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like with pumping set of 5 to 9 HP including POL/Power consumption etc Complete. |
| 17 | Providing stone slab covering over drains including filling of joints in cement sand mortar 1:3 with 35 mm thick cement concrete flooring 1:2:4 mix complete with good finish with . Stone slab 40 to 50 mm thick average Please Enable Macros to View BoQ information |