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| 1 | Engagement of labours for dismantling the STP components |
| 2 | Engagement of Mobile crane for shifting of the components of STP |
| 3 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) |
| 4 | Dismantling roofing including ridges, hips valleys and gutters etc., and stacking the material within 50 meters lead of : G.S. Sheet for walls and roofing |
| 5 | Dismantling expanded metal or I.R.C. fabrics with necessary battens and beading including stacking the serviceable material within 50 meters lead. Chain Link Fencing |
| 6 | Dismantling and stacking within 50 meters lead, fencing posts or strutsincluding all earth work and dismantling of concrete etc. in base of T or L iron or pipe |
| 7 | Dumping of graded boulders of size 225 mm or above or as directed by Engineer in Charge including cost of stones |
| 8 | Supplying and stacking at site Graded crushed stone aggregate of size 90 mm to 45 mm |
| 9 | Supplying and stacking at site morrum |
| 10 | Supplying and stacking at site Good Earth |
| 11 | Providing and laying in position specified grade of reinforced 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) |
| 12 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 15 | Providing and placing PVC blind pipe 150 mm dia as per IS : 12818 |
| 16 | Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge. (The payment shall be made on the basis of actual weight of approvedgrout injected.) Stirrer mixed Acrylic Polymer of approved make @ 2%of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work |
| 17 | Provision for jacking and lifting of RCC storage bay structure for stop log gates. (to be paid as per LMR) |
| 18 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil : 1 meter from cutting edge |
| 19 | 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 20 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement Lintel beam, 4windows 5' wide,0.5' clearance b/s |
| 21 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size For foundation of Generator base |
| 22 | Providing and laying in position specified grade of reinforced 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) For foundation RCC beam(2'x1.5'x78') |
| 23 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiralstair cases upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 24 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 infoundation and plinth including curing in Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 25 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 26 | CEMENT PLASTER (IN FINE SAND) 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 27 | Providing and applying white cement based putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete 2 mm thick |
| 28 | Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers’ specifications: Two or more coats applied @ 1.25 liter/10sqm over and including one coat of special primer applied @ 0.75liter /10sqm |
| 29 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 30 | Centering and shuttering including strutting, propping etc. and removal of form work for:Suspended floors, roofs, landings, balconies and access platforms. |
| 31 | Centering and shuttering including strutting, propping etc. and removal of form work for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 32 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 33 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6mm, with 40mm dia, steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer, |
| 34 | Providing & fixing T-iron frames for doors, windows & ventilators of mild steel Tee-sections, joints mitred & welded, including fixing of necessary butt hinges & screws and applying a priming coat of approved steel primer, Fixing with carbon steel galvanized dash fastener of required dia and size (40*40*6) |
| 35 | Providing and fixing M.S. grills of required pattern in frames of windows etc.with M.S. flats, square or round bars etc including priming coat with approved steel primer all complete. Fixed to steel windows by welding |
| 36 | Carriage of materials by Mechanical Transport including loading, unloading and stacking |
| 37 | Cement average 15km |
| 38 | Sand average 125km |
| 39 | Aggregate average 15km |
| 40 | Muck/morrum average 50km |
| 41 | Boulders average 15km |
| 42 | Good earth average 15km |
| 43 | 90 mm Aggregate average 15km |
| 44 | Steel average 50 km |
| 45 | Brick average 125km |
| 46 | Work of shifting of 380 KVA DG set to the left bank at Dam BHEP |
| 47 | Supply at site of HDPE pipe (150 mm internal diameter, 30 mm thickness) |
| 48 | Supply at site of 300 sqmm Single core Armoured Aluminium cable LT (Havells, Polycab, KEI make) |
| 49 | Supply at site of Thimbles for the cable |
| 50 | Supply at site of Heat shrinkable glands (4 inch length) |
| 51 | Cable laying and installation at site labour charges |
| 52 | Deployment at site of 01 no. heavy duty crane for shifting of DG set |
| 53 | Lifting of Blocked/obstructed two number stop Log Gates for intake gates each weighing not less than 22 tons from the settled storage bay at dam site with the help of two or more Cranes of 40T or higher Capacity with any boom length as required at site including fabrication of the temporaray shift jigs, all tools and machines as required, skilled or unskilled labour as necessary, consumable items as per job requirement along with required insurance of labour, macninery and risk to existing infrastructure at site. All job complete including placing of Stop log gates at desired location/allignment and place within 150m of distance from their storage bay. |
| 54 | Shifting/Dismentling & Re-erection of 1000 KVA transformer at Dam site of BHEP Chanderkote. |
| 55 | 11KV XLP 3-Core Al Cable 300mm sq. |
| 56 | LT Cable 1.1KV 1-Core 300mm sq. Al Armed cable |
| 57 | 11 KV Cable Kit 300mm sq. O/D & I/D |
| 58 | Aluminium Thimble 300mm sq. |
| 59 | Labour Charge for the dismantelling of existing installations and erection/installation/fixing of above cables and thimbles to complete the job in all respects. |
| 60 | Errection of 9mtr S.T Pole 06Nos @6000per pole |
| 61 | Dismantling of the existing 1000KVA 11/.415 KV distribution transformer from its location and Re-erection of the same withing 400m length along with all required electrical, Civil and mechanical installations/works to complete the job in all respects all as per the instructions of the engineer in charge. Please Enable Macros to View BoQ information |
