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| 1 | Temporary closure of inflow drain into fountain spring, diverting of incoming water to another drain and dewatering of the spring by natural flow and creating temporary drains for water diversion during civil work inside the spring complete job by any means labour/machinery or pumps etc as per directions of engineer in charge: (Job to be given as per enclosed estimate) |
| 2 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively) Wet Avg (4\" deep) |
| 3 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 meters lead. |
| 4 | Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50meters lead as per direction of Engineer-in-charge: In cement mortar |
| 5 | Removing mortar from and cleaning stones and concrete articles (net quantity of stacks of cleaned materials will be measured) |
| 6 | Providing and laying chisel dressed Devri Stone of size 300x200 mm face with 150 mm depth in cement mortar 1: 6 (1 cement : 6 coarse sand) upto plinth level including curing.One face dressed Rough chisel dressed Assuming 20% as new work for total surface area of path |
| 7 | POINTING ON STONE WORKPointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand) Refixing rest of 85% devri stone back (Increase rate by 20% or whatever is fixed by higher authorities for accomodiating the labour for laying of the devri stones back on path in proper manner) (say 20 days of 1st class stone mason @806rs/day =16000 appx same is achieved by increasing 20% rate) |
| 8 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge : 15 mm to 40 mm nominal bore |
| 9 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 10 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : Increase rate by 20% for under water work as per schedule |
| 11 | Providing and laying Soling including raming,compacting and proper dressing including all carriages of material complete |
| 12 | Providing and laying in position specified grade of cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size) |
| 13 | Providing and laying in position specified grade of cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 14 | P/L 50 MM Thick Cement concrete flooring of 1:2:4 mix including cost of centering and shuttering with 20 mm n/s of stone aggregates and carriage of material upto site all complete. |
| 15 | 12mm Cement plaster on the rough side of single or half brick wall of mix:1 : 6 ( 1 cement : 6 coarse sand) |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 17 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:4 ( 1 cement : 4 coarse sand) |
| 18 | 40mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size and top layer 6 mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from 1mm to 4 mm nominal size, laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) volume including cement slurry and curing complete : Light shade pigment with white cement. |
| 19 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, laid on 20 mm thick cement mortar 1:4 (1Cement : 4 Coarse sand), including grouting the joints with white cement and matching pigments etc., complete. in all colours, shades, except White, Ivory, Fume Red Brown COLOUR TO BE USED as per directions of EIC preferably Mosaic Type Tiles |
| 20 | P/F Structural Steel welded,for trashguard/ screen/ safety lock system/ MS Grill for compond wall incl all carriage complete job (Ornamental Grill) including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 21 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc complete On steel work |
| 22 | Mirror polishing on marble work/granite/stone work where ever required to give high gloss finish complete inc. wax for polish |
| 23 | Provision of all labor, materials, tools, carriage etc all and equipment for the supply, installation, testing, and commissioning of a precast white 3 tier RCC sandstone fountain head, measuring 7 feet in height, to be installed on top the fountain pedestal, in compliance with relevant technical specifications and contractual requirements . drawing attached |
| 24 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 25 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 26 | Carriage of Silt to Mc Dumping Site from work of site Upto 02 Km |
| 27 | Carriage of material by mechnical transport Sand and Aggregates 25 KM LEAD FROM MIRBAZAR |
| 28 | BRICKS 5KM LEAD MATTAN KLIN |
| 29 | P/F of sign Borad/ Geo Tagged Photographs |
| 30 | Maintenance of fountain spring at pranbhawan mattan frequency of cleaning every 03 months Please Enable Macros to View BoQ information |
