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| 1 | Saintala PACS Earth work in excavation of foundation trenches in all kinds of soil including moorum, stony earth and earth mixed with boulders except sheet rock and boulders requiring blasting including dressing of sides and leveling the bed up to the required depth and depositing the excavated materials away from the work site within initial leads and lifts, including shoring, shuttering & dewatering (if required) with cost of labour,cess, hire & running charges of water pumps sundries , T & P & all other machinaries required for the work etc.complete in all respect as per latest specification & direction of the Engineer in charge. |
| 2 | SAND FILLING :-Filling in foundation, trenches and plinth with river sand, well watered and compacted in layers of 0.3 mtr, with top surface dressed and leveled to proper gradient including cost of all materials, conveyance, all taxes and royalties, loading and unloading, including cost of all labour, sundries ,T & P etc. All complete as per directions of the Engineer -in-charge. |
| 3 | Providing and laying of Cement Concrete of grade 1: 3 :6 (1cement : 3 sand : 6 graded stone aggregate of size 25mm to 40 mm hard granite crusher broken metal ) , mixing in concrete mixer ,lowering and compacting in proper thickness , watering & curing for the required period .including all cost of labour ,material, conveyance,royalties and taxes ,sundries ,T & P etc.complete as per the directions of Engineer-in-charge. |
| 4 | Fly Ash Brick Masonary (1:6) :-Providing Flyash bricks(250mmx120mmx80mm size) in Foundation & plinth having crushing strength not less than 75Kg/Sqcm in cement mortar (1:6), immersing the bricks in water before use,splays cutting, circular moulding , corbelling etc.including cost of conveyance ,taxes & royalties,loading and unloading of all materials & cost of all labours , scaffolding ,watering & curing ,sundries, T & P etc. In Foundation & Plinth. |
| 5 | In super structure in upto 3mtr ht (Ground Floor) |
| 6 | In super structure in Above 3mtr ht (First Floor) |
| 7 | R.C.C. M20 :-Foundation Footing, Column Base & padestral Providing in position machine mixed and machine vibrated design mix cement concrete of M25 grade for reinforced cement concrete work including laying of concrete using 12 mm - 20 mm size crusher broken hard granite chips excluding the cost of centering, shuttering, and reinforcement but including admixture in recommended proportions to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer- In - Charge. including cost all materials, conveyance , royalties and taxes, loading and unloading cost of all labour,sundries, T&P etc.complete. |
| 8 | Plinth Band / Tie Beam / Grade Beam/Drain Side Wall/Drain Slab |
| 9 | Column & Beam- Ground Floor (upto 5mtr ht) |
| 10 | Column & Beam- First Floor (Above 5mtr ht) |
| 11 | Lintel Bend upto 5 mtr ht |
| 12 | Lintel Bend Above 5 mtr ht |
| 13 | REINFORCEMENT :-Providing and fixing in position TMT / Fe-500 reinforcement bars for (in GROUND FLOR) RCC work of required diameter of approved quality including straightening, cutting, bending, binding, welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing hoisting, lowering and laying including cost, conveyance and taxes of steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the specification & direction of Engineer -in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.) |
| 14 | 16 mm Plastering :-Ground floor upto 3mtr ht Providing 16mm thick cement plaster to the surface of wall with cement mortar (1:6) including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats only to proper plumbs and level and making grooves and beads to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading, all taxes and royalties, all labour, scaffolding, watering and curing, sundries and T&P etc all complete as per direction of the Engineer -in-charge |
| 15 | First floor Above 3mtr ht |
| 16 | 12 mm Plastering :-Ground floor upto 3mtr ht Providing 12mm thick cement plaster to the surface of wall with cement mortar (1:6) including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats only to proper plumbs and level and making grooves and beads to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading, all taxes and royalties, all labour, scaffolding, watering and curing, sundries and T&P etc all complete as per direction of the Engineer -in-charge |
| 17 | Above 3m ht |
| 18 | 6mm thick cement plaster in C M (1:4) upto 3mtr ht over RCC work including watering curing with all cost & convayance and royality etc complete. |
| 19 | Above 3m ht |
| 20 | Providing and lying plain cement concrete of proportion (1:2:4) using approved quality cement , 20 mm.down graded size black hard crusher broken granite stone chips and screened, washed sharp sand for mortar of approved quality and from approved quarry, including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, cess, sundries, T&P & all other machineries required for the work including shoring, shuttering and dewatering if required including hire & running charges of water pump etc.complete in all respect as per latest specification & direction of the Engineer in charge. |
| 21 | Supplying,fitting,fixing of M.S shutter with frame with M.S angle of (35 x 35 x 6)mm and shutter sectionof 30 x 30 x 5mm with weldingof 25 x 6mm flat and welding of 16 gauge C R Sheet with arrangement of clamp,fitting of 3 nos 4\" hinges,1 no of 2\"hinges and 300mm x 16mm M.S Aldrop with 8\" tower bolt including cost,conveyance,taxes of all materials labour T & P etc.required for the complete in all respect. etc. |
| 22 | Supplying,fitting,fixing of M.S Iron frame welded composite with M.S angle(50x50x6)mm with flat (50 x6)mm louvad type inside iron frame welded with wire netting or mesh (25x25)mm including serew nail & cost of materials including all cost convenyance etc. |
| 23 | Supplying,fitting & fixing at the top (below wall band) of openable MS ventilator glazed composite with M.S.Grill outside iron frame with glass pairs including supplying & fixing of putty & wire clips, screw & nails & cost of materials . |
| 24 | Painting two coats with approved cement paint over one coat of cement wash UPTO 3MTR HT Ground floor including all costs and labour etc complete.(Inside Godown) |
| 25 | Above 3m ht |
| 26 | Weather Coat :-Ground floor upto 3mtr ht Painting two coats with Water soluble weather coat paints of approved shade of approved make or equivalent over out side brick wall over a coat of primer, by means of brush to outside surface of new walls after scraping, cleaning the surface including all cost of materials, scaffolding, labour, watering & curing T&P etc complete as per direction of Engineer -in-charge. |
| 27 | Above 3m ht |
| 28 | Synthetic Enamel Paint to steel work :-Painting synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats on new work over a coat of suitable shade with primer of approved brand and manufacturer\"s instructions including cost of all materials with taxes and transportation, all labour, scaffolding, sundries, T&P etc. All complete as per the direction of the Engineer -in-charge. |
| 29 | Filling of excavated material including all costs,convayance and labour etc complete. |
| 30 | Providing & spraying two coats with ant termite treatement of approved qualite including all costs and labour etc complete. |
| 31 | Cement punning including all cost of labour and materials etc complete. |
| 32 | Supplying & fitting fixing of Glass partition of 0.075m to floor base & fixing in position including all cost and materials labour etc complete. |
| 33 | Self-Supported Roof: Providing and fixing Proflex Systemself-supported mechanically seamed roofing system for AmericanHydraulic operated profile machine for fabricating, seaming, bolting. etc. such as M & B Engineering Ltd made of high quality steel having 350MPA yield strength, pre coated galvalume sheet as per ASTM A 792M base metal of thickness 0.80mm to 1.60mm (tolerance ±0.02mm). High grade steel sheet should have 55% aluminum and 45% Zinc coating by hot-dip process of minimum 25 micron on top side and 12 micron on back side with epoxy primer and polyester wash-coat as per AZM 150. Roofing should be designed as per ASCE 7-02 international building code 2002. The analysis should be carried out for span and center arch-rise considering the required live load, wind load, dead load and seismic factor. The analysis should also determine the thickness of steel and the end reaction at the beam level. Shop drawing of roofing system shall be submitted by contractor and approved by department. The roof panel formation is done as per the required length and curvature using hydraulic profile machine to give it the trapezoidal shape in required curvature, In this process the width of the sheet reduces from 0.925 m to 0.61m (tolerance ±0.10m). The roof panel should be lifted using a suitable crane and using a spreader bar and a sling evenly placed to ensure no distortion of the panels during lifting and placing. The crane shall hold/support the panel till the alignment is done and completed using a plumb and a water tube and bolted into beam. These curved panels have Interlocking formation and are crimped together using mechanically seaming machine which imposes a load of approximately five tones to ensure the seaming is of required rigidity. After seaming a clear epoxy lacquer is applied on the inner side of panel end in 15cm width to form a protective layer between panel and concrete beam. These panels are installed over water proof concrete gutter-beams having bevelad edges to receive (support) curved panels. Beams |
| 34 | Providing and fixing advanced type Turbe-Ventilators etc complete. |
| 35 | Burda PACS Earth work in excavation of foundation trenches in all kinds of soil including moorum, stony earth and earth mixed with boulders except sheet rock and boulders requiring blasting including dressing of sides and leveling the bed up to the required depth and depositing the excavated materials away from the work site within initial leads and lifts, including shoring, shuttering & dewatering (if required) with cost of labour,cess, hire & running charges of water pumps sundries , T & P & all other machinaries required for the work etc.complete in all respect as per latest specification & direction of the Engineer in charge. |
| 36 | SAND FILLING :-Filling in foundation, trenches and plinth with river sand, well watered and compacted in layers of 0.3 mtr, with top surface dressed and leveled to proper gradient including cost of all materials, conveyance, all taxes and royalties, loading and unloading, including cost of all labour, sundries ,T & P etc. All complete as per directions of the Engineer -in-charge. |
| 37 | Providing and laying of Cement Concrete of grade 1: 3 :6 (1cement : 3 sand : 6 graded stone aggregate of size 25mm to 40 mm hard granite crusher broken metal ) , mixing in concrete mixer ,lowering and compacting in proper thickness , watering & curing for the required period .including all cost of labour ,material, conveyance,royalties and taxes ,sundries ,T & P etc.complete as per the directions of Engineer-in-charge. |
| 38 | Fly Ash Brick Masonary (1:6) :-Providing Flyash bricks(250mmx120mmx80mm size) in Foundation & plinth having crushing strength not less than 75Kg/Sqcm in cement mortar (1:6), immersing the bricks in water before use,splays cutting, circular moulding , corbelling etc.including cost of conveyance ,taxes & royalties,loading and unloading of all materials & cost of all labours , scaffolding ,watering & curing ,sundries, T & P etc. In Foundation & Plinth. |
| 39 | In super structure in upto 3mtr ht (Ground Floor) |
| 40 | In super structure in Above 3mtr ht (First Floor) |
| 41 | R.C.C. M20 :-Foundation Footing, Column Base & padestral Providing in position machine mixed and machine vibrated design mix cement concrete of M25 grade for reinforced cement concrete work including laying of concrete using 12 mm - 20 mm size crusher broken hard granite chips excluding the cost of centering, shuttering, and reinforcement but including admixture in recommended proportions to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer- In - Charge. including cost all materials, conveyance , royalties and taxes, loading and unloading cost of all labour,sundries, T&P etc.complete. |
| 42 | Plinth Band / Tie Beam / Grade Beam/Drain Side Wall/Drain Slab |
| 43 | Column & Beam- Ground Floor (upto 5mtr ht) |
| 44 | Column & Beam- First Floor (Above 5mtr ht) |
| 45 | Lintel Bend upto 5 mtr ht |
| 46 | Lintel Bend Above 5 mtr ht |
| 47 | REINFORCEMENT :-Providing and fixing in position TMT / Fe-500 reinforcement bars for (in GROUND FLOR) RCC work of required diameter of approved quality including straightening, cutting, bending, binding, welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing hoisting, lowering and laying including cost, conveyance and taxes of steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the specification & direction of Engineer -in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.) |
| 48 | 16 mm Plastering :-Ground floor upto 3mtr ht Providing 16mm thick cement plaster to the surface of wall with cement mortar (1:6) including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats only to proper plumbs and level and making grooves and beads to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading, all taxes and royalties, all labour, scaffolding, watering and curing, sundries and T&P etc all complete as per direction of the Engineer -in-charge |
| 49 | First floor Above 3mtr ht |
| 50 | 12 mm Plastering :-Ground floor upto 3mtr ht Providing 12mm thick cement plaster to the surface of wall with cement mortar (1:6) including racking out joints, scraping and cleaning the surface and finishing the plaster surface smooth using wooden floats only to proper plumbs and level and making grooves and beads to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading, all taxes and royalties, all labour, scaffolding, watering and curing, sundries and T&P etc all complete as per direction of the Engineer -in-charge |
| 51 | Above 3m ht |
| 52 | 6mm thick cement plaster in C M (1:4) upto 3mtr ht over RCC work including watering curing with all cost & convayance and royality etc complete. |
| 53 | Above 3m ht |
| 54 | Providing and lying plain cement concrete of proportion (1:2:4) using approved quality cement , 20 mm.down graded size black hard crusher broken granite stone chips and screened, washed sharp sand for mortar of approved quality and from approved quarry, including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, cess, sundries, T&P & all other machineries required for the work including shoring, shuttering and dewatering if required including hire & running charges of water pump etc.complete in all respect as per latest specification & direction of the Engineer in charge. |
| 55 | Supplying,fitting,fixing of M.S shutter with frame with M.S angle of (35 x 35 x 6)mm and shutter sectionof 30 x 30 x 5mm with weldingof 25 x 6mm flat and welding of 16 gauge C R Sheet with arrangement of clamp,fitting of 3 nos 4\" hinges,1 no of 2\"hinges and 300mm x 16mm M.S Aldrop with 8\" tower bolt including cost,conveyance,taxes of all materials labour T & P etc.required for the complete in all respect. etc. |
| 56 | Supplying,fitting,fixing of M.S Iron frame welded composite with M.S angle(50x50x6)mm with flat (50 x6)mm louvad type inside iron frame welded with wire netting or mesh (25x25)mm including serew nail & cost of materials including all cost convenyance etc. |
| 57 | Supplying,fitting & fixing at the top (below wall band) of openable MS ventilator glazed composite with M.S.Grill outside iron frame with glass pairs including supplying & fixing of putty & wire clips, screw & nails & cost of materials . |
| 58 | Painting two coats with approved cement paint over one coat of cement wash UPTO 3MTR HT Ground floor including all costs and labour etc complete.(Inside Godown) |
| 59 | Above 3m ht |
| 60 | Weather Coat :-Ground floor upto 3mtr ht Painting two coats with Water soluble weather coat paints of approved shade of approved make or equivalent over out side brick wall over a coat of primer, by means of brush to outside surface of new walls after scraping, cleaning the surface including all cost of materials, scaffolding, labour, watering & curing T&P etc complete as per direction of Engineer -in-charge. |
| 61 | Above 3m ht |
| 62 | Synthetic Enamel Paint to steel work :-Painting synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats on new work over a coat of suitable shade with primer of approved brand and manufacturer\"s instructions including cost of all materials with taxes and transportation, all labour, scaffolding, sundries, T&P etc. All complete as per the direction of the Engineer -in-charge. |
| 63 | Filling of excavated material including all costs,convayance and labour etc complete. |
| 64 | Providing & spraying two coats with ant termite treatement of approved qualite including all costs and labour etc complete. |
| 65 | Cement punning including all cost of labour and materials etc complete. |
| 66 | Supplying & fitting fixing of Glass partition of 0.075m to floor base & fixing in position including all cost and materials labour etc complete. |
| 67 | Self-Supported Roof: Providing and fixing Proflex Systemself-supported mechanically seamed roofing system for AmericanHydraulic operated profile machine for fabricating, seaming, bolting. etc. such as M & B Engineering Ltd made of high quality steel having 350MPA yield strength, pre coated galvalume sheet as per ASTM A 792M base metal of thickness 0.80mm to 1.60mm (tolerance ±0.02mm). High grade steel sheet should have 55% aluminum and 45% Zinc coating by hot-dip process of minimum 25 micron on top side and 12 micron on back side with epoxy primer and polyester wash-coat as per AZM 150. Roofing should be designed as per ASCE 7-02 international building code 2002. The analysis should be carried out for span and center arch-rise considering the required live load, wind load, dead load and seismic factor. The analysis should also determine the thickness of steel and the end reaction at the beam level. Shop drawing of roofing system shall be submitted by contractor and approved by department. The roof panel formation is done as per the required length and curvature using hydraulic profile machine to give it the trapezoidal shape in required curvature, In this process the width of the sheet reduces from 0.925 m to 0.61m (tolerance ±0.10m). The roof panel should be lifted using a suitable crane and using a spreader bar and a sling evenly placed to ensure no distortion of the panels during lifting and placing. The crane shall hold/support the panel till the alignment is done and completed using a plumb and a water tube and bolted into beam. These curved panels have Interlocking formation and are crimped together using mechanically seaming machine which imposes a load of approximately five tones to ensure the seaming is of required rigidity. After seaming a clear epoxy lacquer is applied on the inner side of panel end in 15cm width to form a protective layer between panel and concrete beam. These panels are installed over water proof concrete gutter-beams having bevelad edges to receive (support) curved panels. Beams |
| 68 | Providing and fixing advanced type Turbe-Ventilators etc complete. |
| 69 | Badacherigaon PACSEarth work in excavation of foundation trenches in hard soil soil including moorum, stony earth and earth mixed with boulders except sheet rock and boulders required depth and depositing the excavated materials away from the work site with all leads and lifts including shoring shuttering & dewatering (if required) with cost of labour hire & running charges of water pumps sundries & T & P required for the work complete as directed by the Engineer in charge. |
| 70 | Supplying and filling plinth with sand well watered and rammed in layers not exceeding 23 cm in depth with all lead and lift including cost, conveyance, loading, unloading, royalities and taxes of all materials cost of all labour sundries T&P required for the work etc complete in all respect as directed by the engineer in charge. (Measurement will be taken on finished compacted section only.) |
| 71 | Filling foundation trenches and plinth with excavated earth including watering ramming and compacting in layers not exceeding 150mm thick including labour sundries T&P etc complete and as per direction of engineer -in- charge. |
| 72 | Providing and laying PCC (1:3:6) in foundation & plinth using 40mm size crusher broken HG metal of approved quality from approved quarry including hoisting, Lowering and laying concrete to the required level ramming, watering & curing etc complete including cost conveyance of all materials with all taxes and royalties all labour with sundries T&P including hire and running charges of machineries required for the work etc complete in all respect and as per the direction of Engineer-in-charge. |
| 73 | C.C (1:2:4)with 12mm size HG chips of approved quality from approved quarry including hoisting. Lowering and laying concrete to the required level ramming, watering & curing etc complete including cost conveyance of all materials with all taxes and royalties all labour with sundries T&P including hire and running charges of machineries required for the work etc complete in all respect and as per the direction of Engineer-in-charge. |
| 74 | Providing Fly Ash brick masonry work in Foundation & Plinth with fly ash bricks 25cm x12 cm x8 cm tolerance of ± 2% size bricks having crushing strength not less than 75 kg/cm2 with cement mortar 1 cement: 6 sands with all necessary projection, splay cutting, circular moulding, corbelling, etc., including cost of all materials, labour, conveyance, loading ,and unloadining, taxes, royalties, scaffolding, watering, curing, sundries, tools and plants, etc., as per the direction of the Engineer-in-charge. |
| 75 | Providing Fly Ash brick masonry work in Super Structure with fly ash bricks 25cm x12 cm x8 cm tolerance of ± 2% size bricks having crushing strength not less than 75 kg/cm2 with cement mortar 1 cement: 6 sands with all necessary projection, splay cutting, circular moulding, corbelling, etc., including cost of all materials, labour, conveyance, loading ,and unloadining, taxes, royalties, scaffolding, watering, curing, sundries, tools and plants, etc., as per the direction of the Engineer-in-charge.(A) Upto 3 Meter |
| 76 | Providing Fly Ash brick masonry work in Super Structure with fly ash bricks 25cm x12 cm x8 cm tolerance of ± 2% size bricks having crushing strength not less than 75 kg/cm2 with cement mortar 1 cement: 6 sands with all necessary projection, splay cutting, circular moulding, corbelling, etc., including cost of all materials, labour, conveyance, loading ,and unloadining, taxes, royalties, scaffolding, watering, curing, sundries, tools and plants, etc., as per the direction of the Engineer-in-charge.(A) Above 3 meter |
| 77 | Providing, lifting, hoisting and laying Reinforced Cement Concrete of M-20 grade in Column base, Column Footings, Raft Foundation,Stem of the Columns, beams, chaujja, fin, lintel, stair case, jali , shelves and slab etc as per approved designs and drawings having a minimum compressive strength ( in work test) 20N. / Square mm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using screened & washed sharp river sand for mortar and 10 mm. to 20 mm. size black hard crusher broken granite stone chips of approved quality from approved quarry, washed and cleaned to be mixed in concrete mixture with approved quality of cement including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days including, centering and shuttering then after dismantling and removing the debrises away from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost etc. complete as per direction of Engineer-in-charge. (A) PLINTH BAND |
| 78 | (B) COLUMN BASE |
| 79 | (C) COLUMN & BEAM (UPTO 3 METER) |
| 80 | (D) COLUMN & BEAM (ABOVE 3 METER) |
| 81 | (E) LINTEL / CHAJJA (UPTO 3 METER) |
| 82 | (F) LINTEL / CHAJJA (ABOVE 3 METER) |
| 83 | Cutting, Straightening coiled or bent up M.S plain HYSD/TMT reinforcement bars welding or jointing if necessary bending,binding,tying the grills as required for R.C.C works,providing fan hooks where necessary and hoisting, lowering and placing in proper position according to approved designs and drawings including cost, conveyance,loading, unloading & taxes of M.S plain/HYSD/TMT reinforcement bars and binding wires of 18 to 20 gaugo 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 plain/HYSD/TMT reinforcement bars consumed in the work only.(A) GROUND FLOOR |
| 84 | Providing 16 mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) with cement and screened & washed sharp sand for mortar and finished smooth to the rough surface of the brick masonry wall after racking out joints (along with providing grooves wherever necessary) including watering and curing rounding of corner etc. complete with cost, conveyance, loading, unloading, royalties and taxes of all materials, cost all labour, T & P, sundries and scaffolding required for the work etc as directed by the Engineer in charge.(A) GROUND FLOOR |
| 85 | (B) FIRST FLOOR |
| 86 | Providing 12 mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) with cement and screened & washed sharp sand for mortar and finished smooth to the rough surface of the brick masonry wall after racking out joints (along with providing grooves wherever necessary) including watering and curing rounding of corner etc. complete with cost, conveyance, loading, unloading, royalties and taxes of all materials, cost all labour, T & P, sundries and scaffolding required for the work etc as directed by the Engineer in charge.(A) GROUND FLOOR |
| 87 | (B) FIRST FLOOR |
| 88 | Providing 6 mm. thick cement plaster in all RCC floors at all height with cement mortar of mix (1:4) with RCC surface finish smooth including closed deep chiping & slury treatment, cement and screened & washed sharp sand for mortar and finished smooth to the rough surface of the brick masonry wall after racking out joints (along with providing grooves wherever necessary) including watering and curing rounding of corner etc. complete with cost, conveyance, loading, unloading, royalties and taxes of all materials, cost all labour, I & P, sundries and scaffolding required for the work etc as directed by the Engineer in charge.(A) GROUND FLOOR |
| 89 | (B) FIRST FLOOR |
| 90 | Supplying,fitting,fixing of M.S shutter with frame with M.S angle of (35 x 35 x 6)mm and shutter sectionof 30 x 30 x 5mm with weldingof 25 x 6mm flat and welding of 16 gauge C R Sheet with arrangement of clamp,fitting of 3 nos 4\" hinges,1 no of 2\"hinges and 300mm x 16mm M.S Aldrop with 8\" tower bolt including cost, conveyance, taxes of all materials labour T & P etc. required for the site in all respect. etc. complete as directed by the Engineer in charge. |
| 91 | Supplying, fitting, fixing of M.S Iron frame welded composite with M.S angle (50 x 50 x 6)mm with flat (50 x 6)mm louvad type inside iron frame welded with wire netting or mesh (25 x 25)mm including serew nail & cost of materials etc. complete as directed by the Engineer in charge. |
| 92 | Supplying, fitting & fixing at the top (below wall band) of openable MS ventilator glazed composite with M.S. Grill outside iron frame with glass pairs including cost & fixing of putty & wire clips, screw & nails & cost of materials etc. complete as directed by the Engineer in charge. |
| 93 | Painting two coats to walls with approved cement paint over one coat of cement wash including cost of distemper of all labour with T&P etc, complete as per specification & direction of Engineer-in-charge. (Inside Godown)Note :- Sample of Paint shall be approved before procurement and use.(A) GROUND FLOOR |
| 94 | (B) FIRST FLOOR |
| 95 | Distempering two coats to walls with primer of approved shade (weather coat) on new work to give an even shade including cost of distemper of all labour with T&P etc, complete as per specification & direction of Engineer-in-charge. (Outside Godown)Note :- Sample of Paint & Primer shall be approved before procurement and use.(A) GROUND FLOOR |
| 96 | (B) FIRST FLOOR |
| 97 | Painting two coats with approved synthetic enamel paints of Asian / Berger/Dulox make and of approved colour, shade to new Iron & wood work over a coat of red-oxide primer of Asian / Berger make including sand papering, polishing the surface, cost, conveyances, taxes of all materials and cost of all labour with T&P etc, complete as per specification & direction of Engineer-in-charge.Note :- Sample of Paint & Primer shall be approved before procurement and use. |
| 98 | Antitermite treatment in foundations trenches, flooring with appropved chemicals including the cost of materials and labour etc. complete as per direction of Engineer-in-charge. |
| 99 | Providing Cement punning including the cost of materials and labour etc. complete as per direction of Engineer-in-charge. |
| 100 | Supplying & fitting fixing of Glass partition of 0.075m to floor base & fixing in position including all cost and materials labour etc complete as per direction of Engineer-in-charge. |
| 101 | Self-Supported Roof: Providing and fixing Proflex Systemself-supported mechanically seamed roofing system for AmericanHydraulic operated profile machine for fabricating, seaming, bolting. etc. such as M & B Engineering Ltd made of high quality steel having 350MPA yield strength, pre coated galvalume sheet as per ASTM A 792M base metal of thickness 0.80mm to 1.60mm (tolerance ±0.02mm). High grade steel sheet should have 55% aluminum and 45% Zinc coating by hot-dip process of minimum 25 micron on top side and 12 micron on back side with epoxy primer and polyester wash-coat as per AZM 150. Roofing should be designed as per ASCE 7-02 international building code 2002. The analysis should be carried out for span and center arch-rise considering the required live load, wind load, dead load and seismic factor. The analysis should also determine the thickness of steel and the end reaction at the beam level. Shop drawing of roofing system shall be submitted by contractor and approved by department. The roof panel formation is done as per the required length and curvature using hydraulic profile machine to give it the trapezoidal shape in required curvature, In this process the width of the sheet reduces from 0.925 m to 0.61m (tolerance ±0.10m). The roof panel should be lifted using a suitable crane and using a spreader bar and a sling evenly placed to ensure no distortion of the panels during lifting and placing. The crane shall hold/support the panel till the alignment is done and completed using a plumb and a water tube and bolted into beam. These curved panels have Interlocking formation and are crimped together using mechanically seaming machine which imposes a load of approximately five tones to ensure the seaming is of required rigidity. After seaming a clear epoxy lacquer is applied on the inner side of panel end in 15cm width to form a protective layer between panel and concrete beam. These panels are installed over water proof concrete gutter-beams having bevelad edges to receive (support) curved panels. Beams |
| 102 | Providing and fixing advanced type Turbe-Ventilators etc. complete as per direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
