Sr no/b6/vs area mahasmaund/42/2026-27/2325/raipur/16.07.2026

Length

Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area). As per SOR Item No. 1.2 page 9

Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits. In all types of soils. As per SOR Item No. 1.1.1 page 9

Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work 3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) As per SOR Item No. 3.1.4 page 23

Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). As per SOR Item No. 3.1.2 page 24

Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: As per SOR Item No.3.4 page 23

Providing and placing in position reinforcement for R.C.C. work includingstraightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete: Thermo-Mechanically treated bars FE 415 As per SOR Item No. 3.12.1 page 24

Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Beams, lintels, cantilevers & walls As per SOR Item No. 2.1.8 page 16

Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Weather shade, chhajja, Cornices and mouldings As per SOR Item No. 2.1.13 page 17

Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand) As per SOR Item No. 7.5.4 page 46

Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand) As per SOR Item No. 7.5.4 page 46 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: As per SOR Item No. 7.6 page 46

Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc.complete. As per SOR Item No. 1.18 page 11

12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 96

Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) As per SOR Item No. 14.15.1 page 133

Neat Cement punning. As per SOR Item No. 11.5 page 104

Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 3.1.5 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). As per SOR Item No. 3.1.5 page 23

Extra for providing and fixing 4mm thick glass strip in joints of Terrazo floor/ cement concrete floor or like. 40 mm wide As per SOR Item No. 12.25.2 page 116

Supplying and fixing rolling shutter of approved makes made of M.S. laths interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and out side locking with push and pull arrangement complete but excluding the cost of top cover and spring 80x1.25mm M.S. Laths As per SOR Item No. 9.27.1 page 83

Providing and fixing M.S. sheet top cover for rolling shutter 9.29.2 1.20mm thick As per SOR Item No. 9.29.2 page 83

Providing and fixing steel door/ window with M.S. sheet 1mm thick, frame of angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mm M.S. gusset plates at junctions and corners, all necessary fittings complete including applying a priming coat of red oxide zinc chromate primer. As per SOR Item No. 9.13 page 81

Steel work in tubular (round, square or rectangular hollow tubes etc.)structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level,consisting of columns trusses, roof and bottom purlins, base plate, holdingdown bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zincchromate primer. Electric resistance or induction butt welded tubes Grade-250 As per SOR Item No. 9.3.1 page 80

14.22 Painting on new work (two or more coats) to give an even shade with: 14.22.1 Satin synthetic enamel paint

Supply and fixing of precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required As per SOR Item No. 10.11 page 91

10.16 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete 10.16.1 Ridges plain (500-600mm) As per SOR Item No. 10.16.1 page 92

Extra for providing and fixing wind ties of 40x6mm flat iron section. As per SOR Item No. 10.10 page 91

ASSISTANT ENGINEER EXECUTIVE ENGINEER

Description of items

Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

Excavation for all types and sizes of foundations, trenches and drains orfor any other purpose including disposal of excavated stuff upto 1.5 m liftand lead upto 50m (at least 5m away from the excavatedarea),includingdressing and leveling of pits.1.1.1 In all types of soils.

Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work 3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

Providing and laying nominal mix reinforced cement concrete with crushedstone aggregate using concrete mixer in all works upto plinth levelexcluding cost of form work.3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mmnominal size)..

3.4Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, for:2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in anyshape and size and all type of wall below plinth level.

Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, for2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape

Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, for2.1.8 Beams, lintels, cantilevers & walls

2.1.10 Folded plates slabs

Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, for 2.1.13 Weather shade, chhajja, Cornices and mouldings

Providing and filling in plinth with sand/ Crusher dust and hard moorumunder floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc.complete.

Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sand)

Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming toIS:12894-2002 of class designation 4.0 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sandBrick work with modular fly-ash lime bricks (FaLG Bricks) confirming toIS:12894-2002 of class designation 4.0 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand) As per SOR Item No. 7.5.4 page 46 Extra for brick work in superstructure above plinth level for every floor orpart thereof in addition to rate for foundation and plinth: As per SOR Item No. 7.6 page 46

Providing and making 6mm thick cement plaster of mix:11.1.2 In Cement mortar 1:4 (1 cement : 4 fine sand)

Providing and making 12mm thick cement plaster of mix:11.2.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)

Providing and making 15mm thick cement plaster on the rough side ofsingle or half brick wall of mix::11.3.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)

14.15 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: 14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

14.13 Providing and applying 2mm thick ready mix exterior grade approved make putty (like Birla wall care, Alltek Superfine W/R of (NCL), Asian, ICI, Nerolac, J.K. wall putty) on walls to make the surface smooth and even.

14.10 Wall painting with acrylic premium emulsion (plastic) paint of required shade to give an even shade. 14.10.1 On new work (two or more coats)

9.11 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rails of T-iron 40x40x6mm with 38mm steel pulleys complete with bolts, nuts, locking arrangement stoppers, handles including applying a priming coat of red oxide zinc chromate primer.

3.13 Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including form work.

Providing and placing in position reinforcement for R.C.C. work includingstraightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:3.12.1 Thermo-Mechanically treated bars FE 415

Providing and fixing steel door/ window with M.S. sheet 1mm thick, frameof angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mmM.S. gusset plates at junctions and corners, all necessary fittingscomplete including applying a priming coat of red oxide zinc chromateprimer.

Painting on new work (two or more coats) to give an even shade with:14.22.1 Satin synthetic enamel paint

12.12 Providing and laying vitrified floor tiles with soluble salt printing, of size 600x600mm with water absorption less than 0.5% and conforming to IS : 15622 of approved make, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete.

11.5 Neat Cement punning

12.1 Applying cement slurry on R.C.C. slab or cement concrete work using 2.75 kg/ sqm for receiving cement concrete floor including roughening cleaning etc complete.

3.14 Providing and mixing water proofing material in PCC/ RCC work in the proportion recommended by the manufacturer.

3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 3.1.5 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

SUB ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER

DESCRIPTION OF ITEMS

3.2 Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all leads & lifts as per relevant clauses of section 300.

4.6 Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.

6.40 Providing and laying Un-reinforced Cement Concrete without Dowel bars including formwork and expansion, contraction & longitudinal joints as per design and as per IRC-62, over a prepared base a per approved mix design and finising to lines and grade as per Drawing for Pavement thickness less than 200mm in Low Volume Roads. With Cement concrete grade M-30 and minimum cement content @ 375 kg/cum

DESCRIPTION OF ITEMS

3.2 Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all leads & lifts as per relevant clauses of section 300.

4.6 Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.

6.40 Providing and laying Un-reinforced Cement Concrete without Dowel bars including formwork and expansion, contraction & longitudinal joints as per design and as per IRC-62, over a prepared base a per approved mix design and finising to lines and grade as per Drawing for Pavement thickness less than 200mm in Low Volume Roads. With Cement concrete grade M-30 and minimum cement content @ 375 kg/cum

Description of items

Length

Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area). As per SOR Item No. 1.2 page 9

Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits. In all types of soils. As per SOR Item No. 1.1.1 page 9

Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work 3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) As per SOR Item No. 3.1.4 page 23

Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). As per SOR Item No. 3.1.2 page 24

Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Weather shade, chhajja, Cornices and mouldings As per SOR Item No. 2.1.13 page 17

Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: As per SOR Item No.3.4 page 23

Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc.complete. As per SOR Item No. 1.18 page 11

Providing and making 6mm thick cement plaster of mix:In Cement mortar 1:4 (1 cement : 4 fine sand) As per SOR Item No. 11.1.2 page 103

Neat Cement punning. As per SOR Item No. 11.5 page 104

12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 96

Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 3.1.5 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). As per SOR Item No. 3.1.5 page 23

Extra for providing and fixing 4mm thick glass strip in joints of Terrazo floor/ cement concrete floor or like. 40 mm wide As per SOR Item No. 12.25.2 page 116

Applying cement slurry on R.C.C. slab or cement concrete work using 2.75 kg/ sqm for receiving cement concrete floor including roughening cleaning etc complete. As per SOR Item No. 12.1 page 111

Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) As per SOR Item No. 14.15.1 page 133

Supplying and fixing rolling shutter of approved makes made of M.S. laths interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and out side locking with push and pull arrangement complete but excluding the cost of top cover and spring 80x1.25mm M.S. Laths As per SOR Item No. 9.27.1 page 83

Providing and fixing M.S. sheet top cover for rolling shutter 9.29.2 1.20mm thick As per SOR Item No. 9.29.2 page 83

Providing and fixing steel door/ window with M.S. sheet 1mm thick, frame of angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mm M.S. gusset plates at junctions and corners, all necessary fittings complete including applying a priming coat of red oxide zinc chromate primer. As per SOR Item No. 9.13 page 81

Steel work in tubular (round, square or rectangular hollow tubes etc.)structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level,consisting of columns trusses, roof and bottom purlins, base plate, holdingdown bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zincchromate primer. Electric resistance or induction butt welded tubes Grade-250 As per SOR Item No. 9.3.1 page 80

Supply and fixing of precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required As per SOR Item No. 10.11 page 91

10.16 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete 10.16.1 Ridges plain (500-600mm) As per SOR Item No. 10.16.1 page 92

Extra for providing and fixing wind ties of 40x6mm flat iron section. As per SOR Item No. 10.10 page 91

Providing and placing in position reinforcement for R.C.C. work includingstraightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete: Thermo-Mechanically treated bars FE 415 As per SOR Item No. 3.12.1 page 24

9.7 Providing and fixing M.S. round holding down bolts with nuts, washer and plate in cement concrete complete. As per SOR Item No. 9.7 page 80

ASSISTANT ENGINEER EXECUTIVE ENGINEER

Description of items

Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

Excavation for all types and sizes of foundations, trenches and drains orfor any other purpose including disposal of excavated stuff upto 1.5 m liftand lead upto 50m (at least 5m away from the excavatedarea),includingdressing and leveling of pits.1.1.1 In all types of soils.

Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work 3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

Providing and laying nominal mix reinforced cement concrete with crushedstone aggregate using concrete mixer in all works upto plinth levelexcluding cost of form work.3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mmnominal size)..

3.4Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, for:2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in anyshape and size and all type of wall below plinth level.

Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, for2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape

Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, for2.1.8 Beams, lintels, cantilevers & walls

2.1.10 Folded plates slabs

Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, for 2.1.13 Weather shade, chhajja, Cornices and mouldings

Providing and filling in plinth with sand/ Crusher dust and hard moorumunder floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc.complete.

Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sand)

Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming toIS:12894-2002 of class designation 4.0 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sandBrick work with modular fly-ash lime bricks (FaLG Bricks) confirming toIS:12894-2002 of class designation 4.0 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand) As per SOR Item No. 7.5.4 page 46 Extra for brick work in superstructure above plinth level for every floor orpart thereof in addition to rate for foundation and plinth: As per SOR Item No. 7.6 page 46

Providing and making 6mm thick cement plaster of mix:11.1.2 In Cement mortar 1:4 (1 cement : 4 fine sand)

Providing and making 12mm thick cement plaster of mix:11.2.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)

Providing and making 15mm thick cement plaster on the rough side ofsingle or half brick wall of mix::11.3.3 In Cement Mortar 1:5 (1 cement : 5 fine sand)

14.15 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: 14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

14.13 Providing and applying 2mm thick ready mix exterior grade approved make putty (like Birla wall care, Alltek Superfine W/R of (NCL), Asian, ICI, Nerolac, J.K. wall putty) on walls to make the surface smooth and even.

14.10 Wall painting with acrylic premium emulsion (plastic) paint of required shade to give an even shade. 14.10.1 On new work (two or more coats)

9.11 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rails of T-iron 40x40x6mm with 38mm steel pulleys complete with bolts, nuts, locking arrangement stoppers, handles including applying a priming coat of red oxide zinc chromate primer.

3.13 Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including form work.

Providing and placing in position reinforcement for R.C.C. work includingstraightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:3.12.1 Thermo-Mechanically treated bars FE 415

Providing and fixing steel door/ window with M.S. sheet 1mm thick, frameof angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mmM.S. gusset plates at junctions and corners, all necessary fittingscomplete including applying a priming coat of red oxide zinc chromateprimer.

Painting on new work (two or more coats) to give an even shade with:14.22.1 Satin synthetic enamel paint

12.12 Providing and laying vitrified floor tiles with soluble salt printing, of size 600x600mm with water absorption less than 0.5% and conforming to IS : 15622 of approved make, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete.

11.5 Neat Cement punning

12.1 Applying cement slurry on R.C.C. slab or cement concrete work using 2.75 kg/ sqm for receiving cement concrete floor including roughening cleaning etc complete.

3.14 Providing and mixing water proofing material in PCC/ RCC work in the proportion recommended by the manufacturer.

Providing and placing in position reinforcement for R.C.C. work includingstraightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete: Thermo-Mechanically treated bars FE 415 As per SOR Item No. 3.12.1 page 24

3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 3.1.5 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

SUB ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER

S.O.R. DETAIL

ITEM NO. - 1.2 PAGE NO.- 09 @ PER SQM 7.20

ITEM NO. - 1.1/1.1.1/ PAGE NO.- 09 @ 185.00 PER CUM

ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM

ITEM NO. - 3.12/3.12.1 / PAGE NO.- 24 @ 54.50 KG

ITEM NO. - 3.2/3.2.1 PAGE NO.- 23 @ 4163 PER CUM

ITEM NO. - 2.1/2.1.1P AGE NO.- 16 @ 139.00 PER SQM

7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand)

ITEM NO. 1.17/ PAGE NO.- 11 @ 65.00 PER CUM

ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM

ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM

ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM

ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM

ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM

ITEM NO. - 3.1/3.1.2/ PAGE NO.- 23@ 2659.00 PER CUM

10.11 Supply and fixing of precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required

10.16 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete : 10.16.1 Ridges plain (500-600mm)

14.22 Painting on new work (two or more coats) to give an even shade with: 14.22.1 Satin synthetic enamel paint

10.10 Extra for providing and fixing wind ties of 40x6mm flat iron section.

9.1 Structural steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.

ASSISTANT ENGINEER EXECUTIVE ENGINEER