|
| 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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 3 | Providing, laying, spreading and compacting granular sub base material 100mm thick compacted of natural sand, morrum, gravel crushed stone or combination thereof as per MORT&H specification confirming to clause 401 coarse graded grading – 3 as per table 400.1 of MORT&H specification (5th revision), including spreading on the prepared sub grade with the help of tractor with planner of adequate capacity maintaining the requited slope and grade during operation, rolling with road roller 8-10 tone with the grade and cross fall (camber) to be checked and any high spot or depressing which becomes apparent, corrected by removing or adding fresh material, including cost of tools and plants, carriage of material from stacks, templates, barrier, lighting arrangement at night, chowkidar and maintenance of diversion etc. complete in all respect as per MORT&H specifications, density of GSB as laid 2 gms/cc complete in all respect and to the entire satisfaction of Engineer in charge. |
| 4 | Providing and laying Antiskid Vitrified floor tiles of size 600 x 600mm single charge (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade. The tiles are to be fixed with 3mm grove using spacers. The tiles are to be laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), joining with grey cement slurry @3.3 kg kg/sqm. The groves are to be filled with cementitious grout mix with proportion of 0.90 kg grout and 0.10 kg of hardener for each kg of filling material. Antiskid vitrified tile of size 600 x 600 mm |
| 5 | Structual steel work riverted, bolted or welded in built section trausers & framed work including cutting, hositing, fixed in position and applying priming coat of approved steel primer all complete |
| 6 | Provding and installation of corrugated khaprail shape fibre sheet 3mm thickness fixing the sheet with the existing MS frame by self drilling screws, fixing of overlapping ridge at joints wherever required, including cutting to size and shape as required, cutting chase in wall and repairing the same complete in all repsects and to the entire satisfaction of the Engineer in charge |
| 7 | Providing and fixing 60 mm thick high density rubber moulded precast cement concrete paver block grey/ colored/ polished/ designer (manufactured by vibro hydraulic pressure process) consisting of design mix of cement, sand and fine aggregate having designation M35 ISI marked including the cost of good quality color and hardening agents. The paver should be compiled with tensile strength and breaking load as per BIS 6717-1993 and shall be tested against resistance to bear as per IS 1237-1980 (specification for cement concrete floor tiles). The paver should be laid over layer of 25 mm average thick screened coarse sand to the required slope and filling the joints with fine sand complete in all respects and to the entire satisfaction of Engineer in charge. |
| 8 | Providing and fixing M.S. sheet 14 guage on the existing MS frame after dismanltind the exisitng rusted M. S. sheet, by welding the sheet with the M.S. frame including finshing of frame and painting two coats of synthetic enamel paint over one coat of primer complete in all respect to the entire satisfaction of Engineer-in-charge. Please Enable Macros to View BoQ information |