tender for various developments work-1. [10.1]providing and laying of base course of floors consisting of 100 mm thick cement 1:8:16 and 100 mm sand or stone filling. [through rate] 2. [10.100.2]cement concrete 1:8:16 flooring 2. cement concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [through rate] 3. [10.14]providing a floating coat of 1.50 mm thick neat cement laid in one operation to the topping. [through rate] 4. [10.3]supplying and providing of tangri river sand under floors including watering and compaction in 25cm layers, dressing etc. complete in all respects (as per item 10.2) [through rate] 5. [10.35.2]flat brick or tile flooring 2. providing and laying of flat brick or tile flooring with bricks of class designation 7.5 laid dry over a bed of 6 mm thick cement sand mortar 1:6 grouted with cement sand mortar 1:4 and top surface to be left clean after wire brushing. [through rate] 6. [10.58]providing and fixing 1st quality ceramic glazed wall tiles conforming to is : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. [through rate] 7. [10.59]providing and laying ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to is : 15622, of approved make, in all colours, shades, except white, ivory, grey, fume red brown, laid on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete. [through rate] 8. [10.7]providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4 [through rate] 9. [10.71.2]providing and laying vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to is:15622, of approved brand and manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to is : 15477, in average 6 mm thickness, including grouting of joints (payment for grouting of joints to be made separately). 2. size of tile 600x600 mm [through rate] 10. [10.8]providing and laying of conglomerate floor 40mm thick cement concrete topping 1:2:4 [through rate] 11. [11.1.1]6 mm cement plaster of mix : 1. 1:3 (1 cement : 3 fine sand) [through rate] 12. [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [through rate] 13. [11.52]cement rendering on plaster 1 mm thick [through rate] 14. [11.6.1]15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand) [through rate] 15. [11.60]providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. [through rate] 16. [11.77]applying pink primer or aluminium priming coat on wood work including preparation of surface, knotting and stopping etc. [through rate] 17. [11.78]painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. [through rate] 18. [11.95.1]finishing walls with acrylic smooth exterior paint of required shade : 1. new work (two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) [through rate] 19. [12.19.1.1.1]providing and fixing wire gauge shutters using galvanized m.s. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 1.1.1. 35 mm thick shutters with isi marked m.s. pressed butt hinges bright finished of required size second class teak wood [through rate] 20. [12.20.2]providing and fixing wire gauge laminated veneer lumber shutters conforming to is : 14616, using galvanised wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm as per is :1568, for doors, windows and clerestory windows, including isi marked m.s. pressed butt hinges bright finished of required size with necessary screws, as per directions of engineer-in-charge: (note:- butt hinges and necessary screws shall be paid separately) 2. 30 mm thick shutters [through rate] 21. [12.36.1]providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 1. 35 mm thick including isi marked stainless steel butt hinges with necessary screws [through rate] 22. [12.37.2]providing and fixing isi marked flush door shutters conforming to is : 2202 (part i) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 2. 30 mm thick including isi marked stainless steel butt hinges with necessary screws [through rate] 23. [12.65.2]providing and fixing isi marked oxidised m.s. sliding door bolts with nuts and screws etc. complete : 2. 250x16 mm [through rate] 24. [12.66.3]providing and fixing isi marked oxidised m.s. tower bolt black finish, (barrel type) with necessary screws etc. complete : 3. 150x10 mm [through rate] 25. [12.69.2]providing and fixing isi marked oxidised m.s. handles conforming to is:4992 with necessary screws etc. complete : 2. 100 mm [through rate] 26. [12.88]providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with isi, is : 3564, embossed on the body, door weight up to 35 kg and door width up to 700 mm), with necessary accessories and screws etc. complete. [through rate] 27. [13.3.3.1]providing and fixing pressed steel door frames conforming to is: 4351, manufactured from commercial mild steel sheet of 2.0 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 2.00 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including m.s. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by engineer-in-charge: 3.1. profile e fixing with adjustable lugs with split end tail to each jamb [through rate] 28. [13.41]providing and fixing stainless steel ( grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories and stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). [through rate] 29. [14.1]dressing bed and preparation of sub grade for lining by mechanical/ mannual means [through rate] 30. [17.22.1]water bound macadam gr i 1. water bound macadam grading i (without screenings for low volume roads (undesignated) providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of mort&h specifications [through rate] 31. [17.22.2]water bound macadam gr i 2. water bound macadam grading i with screening type a providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of mort&h specifications [through rate] 32. [17.69.2]interlocking concrete block pavement 2. providing and laying 80 mm thick isi marked interlocking paver blocks conforming to is 15658:2006/irc sp 63: 2004 of all shapes and colours in design mix cement m 40 over the bed of 30 mm thick fine sand complete in all respect. [through rate] 33. [17.69.3]interlocking concrete block pavement 3. providing and laying 60 mm thick isi marked interlocking paver blocks conforming to is 15658:2006/irc sp 63: 2004 of all shapes and colours in design mix cement m 35 over the bed of 25 mm thick fine sand complete in all respect. [through rate] 34. [17.70]removal of existing ipb by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [through rate] 35. [17.71]relaying of available (removed and stacked) interlocking paver block pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and technical specification clause 1504 [through rate] 36. [2.b0239] b0239. pvc bend 100 dia [rate] 37. [2.b0241] b0241. 100 mm dia pvc pipe [rate] 38. [2.b1332] b1332. soap dish [rate] 39. [22.1.3]providing and fixing wash basin with c.i. brackets, 15 mm c.p. brass pillar taps, 32 mm c.p. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 3. white vitreous chinaware wash basin size 550x400 mm with a pair of 15 mm c.p. brass pillar taps [through rate] 40. [22.103.1]providing and fixing ball valve (brass) of approved quality, high or low pressure, with plastic floats complete : 1. 15 mm nominal bore [through rate] 41. [22.105.1]providing and fixing c.p. brass long nose bib cock of approved quality conforming to is standards and weighing not less than 810 gms. 1. 15 mm nominal bore [through rate] 42. [22.107.1]providing and fixing c.p. brass stop cock (concealed) of standard design and of approved make conforming to is:8931. 1. 15 mm nominal bore [through rate] 43. [22.165.1]providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of s.w. pipes including bed concrete as per standard design : 1. 100 mm diameter s.w. pipe [through rate] 44. [22.172]constructing soak pit 1.20x1.20x1.20 m filled with brickbats including s.w. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. [through rate] 45. [22.181]providing and placing on terrace (at all floor levels) polyethylene water storage tank, is : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. [through rate] 46. [22.22.1]providing and fixing water closet squatting pan (indian type w.c. pan ) with 100 mm sand cast iron p or s trap, 10 litre low level white p.v.c. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to is : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 1. white vitreous chinaware orissa pattern w.c. pan of size 580x440 mm with integral type foot rests [through rate] 47. [22.44]providing and fixing 32 mm diameter gl. extension pipe for indian type water closet suite complete with accessories(as approved by the engineer -in-charge) [through rate] 48. [22.88.3]providing and fixing g.i. pipes complete with g.i. fittings and clamps, i/c cutting and making good the walls etc. internal work - exposed on wall 3. 25 mm dia nominal bore [through rate] 49. [30.73]providing and fixing m.s. round or square bars with m.s. flats at required spacing in wooden frames of windows and clerestory windows. [through rate] 50. [4.14.1]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 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. 1. all kinds of soil. [through rate] 51. [6.14.1]providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-iii): 3 graded stone aggregate 20 mm nominal size) [through rate] 52. [6.15.1]reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement : 1. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii) : 3 graded stone aggregate 20 mm nominal size) [through rate] 53. [6.16]reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-iii) : 3 graded stone aggregate 20 mm nominal size). [through rate] 54. [6.2.2]providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor four level, excluding the cost of centering, shuttering and finishing: 2. 1:2:4 (1 cement : 2 coarse sand (zone-iii) : 4 graded stone aggregate 20 mm nominal size) [through rate] 55. [6.29.1]centering and shuttering including strutting, propping etc. and removal of form work for : 1. foundations, footings, bases for columns [through rate] 56. [6.30.3]centering and shuttering including strutting, propping etc. and removal of form for 3. suspended floors, roofs, landings, balconies and access platform [through rate] 57. [6.30.5]centering and shuttering including strutting, propping etc. and removal of form for 5. lintels, beams, plinth beams, girders, bressumers and cantilevers [through rate] 58. [7.20.2]brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 2. cement mortar 1:6 (1 cement : 6 coarse sand) [through rate] 59. [7.21.1]brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. cement mortar 1:4 (1 cement : 4 coarse sand) [through rate] 60. [7.21.2]brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. cement mortar 1:6 (1 cement : 6 coarse sand) [through rate] 61. [7.22.2]brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor iv level in all shapes and sizes in : 2. cement mortar 1:6 (1 cement : 6 coarse sand) [through rate] 62. [7.28.2]half brick masonry with common burnt clay nonmodular bricks of class designation 10.5 in superstructure above plinth level up to floor iv level. 2. cement mortar 1:4 (1 cement :4 coarse sand) [through rate] 63. [9.10.1]painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : 1. with residual type petroleum bitumen of grade vg -10 [through rate] 64. [9.11.1]10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: 1. with common burnt clay non-modular brick tile of class designation 10 [through rate]