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| 1 | Construction of 2500 MT Godown at Lathikata PACS, Sundargarh District Earth 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. |
| 2 | 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.) |
| 3 | 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. |
| 4 | 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. |
| 5 | 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. |
| 6 | 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. |
| 7 | 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 |
| 8 | 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 |
| 9 | 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 |
| 10 | (B) COLUMN BASE |
| 11 | (C) COLUMN & BEAM (UPTO 3 METER) |
| 12 | (D) COLUMN & BEAM (ABOVE 3 METER) |
| 13 | (E) LINTEL / CHAJJA (UPTO 3 METER) |
| 14 | (F) LINTEL / CHAJJA (ABOVE 3 METER) |
| 15 | 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 |
| 16 | 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 |
| 17 | (B) FIRST FLOOR |
| 18 | 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 |
| 19 | (B) FIRST FLOOR |
| 20 | 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 |
| 21 | (B) FIRST FLOOR |
| 22 | 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. |
| 23 | 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. |
| 24 | 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. |
| 25 | 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 |
| 26 | (B) FIRST FLOOR |
| 27 | 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 |
| 28 | (B) FIRST FLOOR |
| 29 | 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. |
| 30 | 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. |
| 31 | Providing Cement punning including the cost of materials and labour etc. complete as per direction of Engineer-in-charge. |
| 32 | 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. |
| 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 as per direction of Engineer-in-charge. |
| 35 | Construction of 2500 MT Godown at Parmanpur PACS, Jharsuguda District Earth 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. |
| 36 | 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.) |
| 37 | 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. |
| 38 | 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. |
| 39 | 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. |
| 40 | 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. |
| 41 | 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 |
| 42 | 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 |
| 43 | 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 |
| 44 | (B) COLUMN BASE |
| 45 | (C) COLUMN & BEAM (UPTO 3 METER) |
| 46 | (D) COLUMN & BEAM (ABOVE 3 METER) |
| 47 | (E) LINTEL / CHAJJA (UPTO 3 METER) |
| 48 | (F) LINTEL / CHAJJA (ABOVE 3 METER) |
| 49 | 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 |
| 50 | 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 |
| 51 | (B) FIRST FLOOR |
| 52 | 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 |
| 53 | (B) FIRST FLOOR |
| 54 | 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 |
| 55 | (B) FIRST FLOOR |
| 56 | 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. |
| 57 | 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. |
| 58 | 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. |
| 59 | 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 |
| 60 | (B) FIRST FLOOR |
| 61 | 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 |
| 62 | (B) FIRST FLOOR |
| 63 | 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. |
| 64 | 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. |
| 65 | Providing Cement punning including the cost of materials and labour etc. complete as per direction of Engineer-in-charge. |
| 66 | 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. |
| 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 as per direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
