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| 1 | Sub-Head : Dismantling and Demolishing |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 3 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 4 | Sub-Head : Earth Work |
| 5 | 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 6 | All kinds of soil. |
| 7 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50m outside the periphery of the area cleared. |
| 8 | Sub-Head : Concrete Work |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 10 | 1:2:4 (1 Cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 11 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 12 | Sub-Head : Reinforced Cement Concrete |
| 13 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but, excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 16 | Sub-Head : Masonry Work |
| 17 | Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in foundation and plinth in: |
| 18 | Cement mortar 1:6 |
| 19 | Sub-Head : Steel Work |
| 20 | Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete |
| 21 | Sub-Head : Flooring |
| 22 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 23 | 40 mm thick with 20 mm nominal size stone aggregate |
| 24 | Sub-Head : Finishing |
| 25 | 12 mm cement plaster finished with a floating coat of neat cement of mix : |
| 26 | 1:4 (1 cement: 4 fine sand) |
| 27 | Sub-Head : Drainage |
| 28 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round P.V.C pipes including bed concrete as per standard design : |
| 29 | 150 mm diameter P.V.C. pipe |
| 30 | Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps : |
| 31 | 150 mm diameter |
| 32 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : |
| 33 | Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : |
| 34 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 35 | Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer-in-Charge : |
| 36 | Rectangular manhole 90x80 cm and 45 cm deep |
| 37 | Extra for depth of manholes dismantled: |
| 38 | Rectangular manhole 90x80 cm and beyond 45 cm depth |
| 39 | Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : |
| 40 | Rectangular manhole 90x80 cm with rectangular cover 600x450 mm of grade LD - 2.5 |
| 41 | Sub-Head : MARKET RATED ITEMS |
| 42 | Cleaning of manholes along sewer line including removing the waste , sludge deposits along with flushing with sufficient water all complete as per direction of Engineer-in-charge. |
| 43 | Cleaning & desludging of septic tanks by mechanical means including suction & carriage of sludge & foul water etc. by cesspool container fitted with pump & disposing the same at Municipality / Govt. approved treatment plant / ground without causing any nuisance / hazard to public health. |
| 44 | Cleaning of open surface drain from all garrabage & disposal of the removed waste materials out side of the campous beyound residential area as per direction po EIC. |
| 45 | Providing and fixing SWR PVC Soil, Waste and Vent pipes of SKIPPER, SUPREME, ASHIRVAD or equivalent make conforming to IS:13592 (Type-B) including jointing with seal ring conforming to IS:5382 or solvent cement as per site condition including testing of joints etc. complete as per direction of Engineer-in-Charge. |
| 46 | 150 mm |
| 47 | 100 mm Please Enable Macros to View BoQ information |
