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| 1 | Earthwork in excavation of foundation & plinth in gravelly or stoney earth mixed with boulders includingdressing and levelling the bed up to the required depth & removing the excavated earth & depositing the same away from the work site within initial lead of 50 mtr & initial lift of 1.5 mtr, including cost of labour T&P articles required for the work including shoring, shuttering, propping & dewatering if required, etc. complete in all respect as per the specification & direction of the Engineer-in-Charge. |
| 2 | Filling in foundation and plinth with excavated materials moorum including watering and ramming complete in all respect as per the specification & direction of the Engineer-in-Charge. |
| 3 | Supplying filling in foundation & plinth with sand in 23.2 cm thick layers including watering & ramming with the cost conveyance, royalty& taxes of the materials & labour with T & P required for the work etc. complete in all respect as per the specification & direction of the Engineer-in-Charge. |
| 4 | Cement concrete (1:3:6)using 40mm and down gradedhard granite crusher broken metal including all cost , carriage, royality, taxes, and all labour involved for completion of item of work as per the direction of Engineer- in - charge. |
| 5 | Flyash brick masonry using Flyash bricks of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per Sqr. Cm. in cement mortar of mix (1:6) withscreened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in F & P including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc.complete in all respect as per the specification & direction of the Engineer-in-Charge. |
| 6 | Flyash brick masonry using Flyash bricks of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per Sqr. Cm. in cement mortar of mix (1:6) withscreened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Super structure including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as per the specification & direction of the Engineer-in-Charge.. Ground Floor |
| 7 | First Floor |
| 8 | 2ND Floor |
| 9 | R.C.C. work ofM - 20having minimum compressive strength (in work test) 200kg./cm2 in 15cm cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using 12mm to 20mm size (1/2” to 3/4”) crusher broken hard black granite chips of 20mm size (not to exceed 25%) of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary as per direction of the Engineer-in-charge including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills etc complete as drawing design and direction of Engineer-in-charge. a) Column base |
| 10 | b) Column & Roof Beam |
| 11 | c) Plinth Bend |
| 12 | d) Lintel |
| 13 | e) Chajja |
| 14 | f) Roof slab |
| 15 | g)Stairs |
| 16 | First Floora) Lintel |
| 17 | b) Column & Roof Beam |
| 18 | c) Roof slab |
| 19 | d) Chajja |
| 20 | e)Stairs |
| 21 | 2ND Floora) Column & Roof Beam |
| 22 | b) Roof slab |
| 23 | Providing, Cutting, straightening coiled or bent up Fe-500 grade steel (SAIL make) welding or jointing if necessary, bending, binding, tying the grills as required for RCC works, and hoisting, lowering and placing in proper position according to approved designs and drawings including cost, conveyance, loading, unloading, taxes of M.S. rods, Fe-500 or equivalent and binding wires of 18 to 20 gauge required for the work and cost of all labour, sundries, T&P and scaffolding complete in all respect as directed by the Engineer-in-Charge (payment will be made according to the actual weight of M.S. rod, Fe-500 or equivalent consumed in the work and no separate payment will be made towards weight of binding wires which is to be borne by the contractor at his own cost) as per the direction of Engineer-in-charge.Ground Floor |
| 24 | First Floor |
| 25 | 2ND Floor |
| 26 | 20mmthick grading plaster in cm (1:4) over roof slab including watering & curing with cost & conveyance of all materials & labour with T & P required for the work with all taxes, royalties etc. complete in all respect as per the specification & direction of the Engineer-in-Charge..First Floor |
| 27 | 12mm thick C.P in cement mortor (1:6) finished to smooth over brick walls after racking out the joints including watering & curing with cost & conveyance of all materials & labour with T & P required for the work with all taxes, royalties etc. completein all respect as per the specification & direction of the Engineer-in-Charge.GFloor |
| 28 | First Floor |
| 29 | 2ND Floor |
| 30 | 16 mm thick cement plaster in cm (1:6) over brick masonary finished smooth after racking out joints to 12 mm deep including watering for curingwith cost & with cost & conveyance of all materials & labour with T & P required for the work with all taxes, royalties etc. complete in all respect as per the specification & direction of the Engineer-in-Charge..Ground Floor |
| 31 | First Floor |
| 32 | 2ND Floor |
| 33 | 6 mm thick C.P in cement mortor (1:4) including close deep cheeping to the ceiling of the roof including watering & curing with cost & conveyance of all materials & labour with T & P required for the work with all taxes, royalties etc. complete in all respect as per the specification & direction of the Engineer-in-Charge..Gfloor |
| 34 | First Floor |
| 35 | Supply fitting and fixing vitrified floor tiles in floor600mmx600mm printed/coloured series trade on steps and landing on 20mm thick bed of cement motar (1:4) joint with neat cement slury mixed with pigment to watched and shade of the tile including rubbing and policing etc complete in all respect as per the specification & direction of the Engineer-in-Charge.. Ground Floor |
| 36 | First Floor |
| 37 | Providing and fixing Ceramic tiles in floors, treads or steps and landing on 25 mm thick bed of cement mortar (1:1) jointed with neat cement slury mixed with pigment to match the shades of the tiles complete including cost of tiles, labour etc complete in all respect as per the specification & direction of the Engineer-in-Charge.. Ground Floor |
| 38 | First Floor |
| 39 | Providing and fixing Ceramic tiles in dados, skirtings and risers of steps on 12 mm thick cement plaster (1:3) jointed with neat cement slury mixed with pigment to match the shades of the tiles complete including cost of tiles, labour, royalty etccomplete in all respect as per the specification & direction of the Engineer-in-Charge..Ground Floor |
| 40 | First Floor |
| 41 | Supply fitting and fixing Chequred tilesin floors on 12mm thick bed of cement motar (1:3) joint with net cement slury mixed with pigment to watched and shade of the tile including rubbing and polishing etc as per directin of the Engineer in charge . Ground Floor |
| 42 | First Floor |
| 43 | Supply fitting and fixing Granite tiles above 0.10 sqm & upto 0.40 sqmin walls, dados & skirting on 12mm thick bed of cement motar (1:3) joint with neat cement slury mixed with pigment to watched and shade of the tile including cost f tile, labour, royalty, rubbing and policing etccomplete in all respect as per the specification & direction of the Engineer-in-Charge.. Ground Floor |
| 44 | First Floor |
| 45 | Finishing wall with one coat primer water based of approved make and finished smooth and even surfaceto receiving paintingincluding all labour, T & P, cost of paints complete in all respect as per the specification & direction of the Engineer-in-Charge.. Ground Floor |
| 46 | First Floor In Side |
| 47 | First Floor Out Side |
| 48 | 2ND Floor Out Side |
| 49 | 2ND Floor in Side |
| 50 | Distempering 2coats with distemper of approved shade on new work to give an even shadewith cost of all materials taxs labour t&p etc complete in all respect as per the specification & direction of the Engineer-in-Charge.. Ground Floor |
| 51 | First Floor |
| 52 | 2ND Floor in Side |
| 53 | Finishing wall with water proofing weather coat paint of approved shade two coats to give an even shade including cost of paints, labour, conveyance etc complete in all respect as per the specification & direction of the Engineer-in-Charge..Ground Floor |
| 54 | First Floor |
| 55 | 2ND Floor |
| 56 | Supplying fitting fixing of stainless steel of304 grade in hand railing using 50mmdia 2mmthick circular pipe with Balustrade of size 32mmx32mmx2mm @0.90mtr c/c & stainless steel square pipe bracing of size 32mmx32mmx2mm in 3 rows in staircase as per approved design & specification,buffing,polishing etc with cost, conveyance,taxes of materials,labour,t&p reqd.etc. complete complete in all respect as per the specification & direction of the Engineer-in-Charge..Ground Floor |
| 57 | First Floor |
| 58 | Finishing wall surface with Cement based wall putty(water based)of approved make and finished smooth and even surface to receive paintingincluding cost of scaffolding staging charges with cost of all material, taxes, cess, labour ,T&P etc. complete in all respect as per the specification & direction of the Engineer-in-Charge.. First Floor |
