F.No. 19/Const./Korba Zone/2026/KMC

OFFICE OF THE MUNICIPAL CORPORATION KORBA (C.G.)

BILL OF QUANTITY

SOR Used : CG PWD Building SOR 01.01.2015

Sno Code Particulars Qty Unit Rate Amount

1 1.2 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).

Construction Area

2 1.1 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.

1.1.1 In all types of soil 587.3 cum 185

3 1.18 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.

4 1.6 Extra for every additional lift of 1.5 m or part thereof.

1.6.1 All types of soil 75.65 cum 26.5

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.

3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

3.2 3.2 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

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

7 3.4 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:

8 3.7 Providing and mixing in cement concrete, triangular polyester fiber Recron 3s (Anti-shrinkage Admixture) of 12 mm length of approved make like Reliance industries Ltd etc. in proportion as recommended by manufacturer

1 kg /Cum 161.62 kg 366

8 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

30 % of excavated earth cum 65

9 1.26 Carriage by mechanical transport upto 5 km lead:

1.26.1 Earth cum 111

10 1.27 Extra for mechanical transport for every one km or part thereof beyond first 5 km lead.

11 1.18 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.

2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.

2.1.3 Window sills, anchor blocks, string course, bends, copings, bed plates and like.

13 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape

14 2.1.8 Beams, lintels, cantilevers & walls

2.1.11 Arches, domes and likes, upto 6 M. Span.

16 2.1.13 Weather shade, chhajja, Cornices and mouldings

17 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) 296.94 sqm 235

18 2.1.4 Edge of slab, breaks in floor and walls upto 200mm. 190.4 Rm 34

19 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, 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

20 7.5.4 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)

7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

22 11.1 Providing and making 6mm thick cement plaster of mix

In Cement mortar 1:3 (1 cement : 3 fine sand

0.9 Providing and making 6mm thick cement plaster of mix:

11.1.2 In Cement mortar 1:4 (1 cement : 4 fine sand) 0.9 Sqm 87

11.2.4 In Cement Mortar 1:6 (1 cement : 6 fine sand) 0.9 Sqm 91.5

11.1.3 In cement mortar 1:3 (1cement : 3 sand) 0.0 Sqm 87

24 11.3.4 15mm thick cement plaster on the rough side of single or half brick wall of mix:

In Cement Mortar 1:6 (1 cement : 6 fine sand)

11.4 Providing sand faced plaster to concrete or brick masonry surface in all positions in two coats, base coat 13mm thick in C.M. 1:4, cleaning the surface by combing it and finishing coat 8mm thick in C.M. 1:3 and taking out grains on surface by hand operated mechanical arrangement with cost of all material labour, all leads & lifts, and scaffolding etc. complete

11.7 Providing and making 18 mm thick cement plaster with under layer of 12mm thick cement plaster 1:5 (1 cement : 5 fine sand) finished with a top layer of 6mm thick cement plaster 1:3 (1 cement : 3 fine sand).

25 11.1 Providing and mixing in cement mortar, triangular polyester fiber Recron 3s (Anti-shrinkage Admixture) of 6 mm length of approved make like Reliance industries Ltd etc. in proportion as recommended by manufacturer

9.6 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.

9.6.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

26 9.15 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer.

9.96 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, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer.

96.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

27 13.4 25 mm thick KOTA stone slab flooring over 20mm (Average) thick base of cement mortar 1:4 laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including grinding rubbing and polishing etc. complete (Area of slab to be over 0.20 sqm and upto 0.50 sqm)

28 3.16 Making 50mm thick plinth protection of plain cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with sand including finishing the top smooth.

29 9.37 Providing and fixing M.S. fan clamp/ hook for ceiling fan made out of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop.

30 14.6 White washing with whiting to give an even shade.

14.6.1 On new work (Three or more coats)

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.

32 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)

14.14 Finishing walls with water proofing cement paint of required shade to give an even shade.

14.14.1 On new work (Two or more coats applied @ 3.84 kg/10 sqm)

14.22 Painting on new work (two or more coats) to give an even shade with:

14.22.2 Premium synthetic enamel paint

33 4.6 Providing post water proofing treatment against dampness & Seepage in walls of basement, plinth, super structure (horizontal or vertical) consisting of following operations:

i) Removing loose material and cleaning the surface. ii) Drilling 20mm dia holes in walls/ floor in zigzag manner spacing not more than 150 mm center to center. iii) Injecting polymer based high strength water proofing compound of approved brand & make, admixed with cement in the ratio as specified by manufacturer, in holes by pressure pump. iv) Plugging holes with polymer compound admixed with cement. v) Providing and laying of bonding slurry prepared by mixing of cement with approved make and brand acrylic polymer (as per IS 13435 Part-3) in two layers (totaling up-to 3mm thick) by brush. Second layer to be laid after 4 hours of first layer. vi) Providing and laying 15mm thick cement plaster in cement mortar 1:4 (1 cement : 4 coarse sand) and finishing the surface with neat cement admixed with integral water proofing compound (IS: 2645) as per manufacturers recommendations.

34 9.27 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.

9.27.2 80x1.20mm M.S. Laths 0.0 sqm 1570

35 2.28 Providing and fixing 27.5cm long wire spring for rolling shutters 0.0 Each 362

36 9.29 Providing and fixing M.S. sheet top cover for rolling shutter

38 9.3 Providing and fixing ball bearing for rolling shutters 0.0 Each 432

39 9.31 Providing and fixing mechanical device chain and crank operation for operating rolling shutters. 0.0 Set 5672

40 8.148 Providing and fixing factory made UPVC door frame made of UPVC profile section having an overall dimension as below (tolerance ± 1mm) with wall thickness 2.0mm ± 0.2mm, corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19mm and 1mm ± 0.1mm wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer-in-charge

8.148.1 Extruded section Profile size 48x40 mm.

41 8.15 Providing and fixing factory made 25mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762mm X 25mm or less as per requirement with an average wall thickness of 1mm ± 0.3mm. PVC foam end cap of size 23x10mm are provided on both vertical edges to ensure the overall thickness of 25mm. An M.S. tube having dimensions 19mm x 19mm is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25mm X 11mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufactures' specification.

0.0 Cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm) finished with a floating coat of neat cement.

12.3.2 50mm thick 0.0 Sqm 254

0.0 Providing and making 12mm thick plain cement mortar bands in cement mortar 1:4 (1 cement : 4 fine sand) per cm width:

11.31.2 Sunk Bands 110 cm/m 2.6

Raised band 500 cm/m 2.6

12.65 Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thick average complete coarse sand bed with joints of 3mm thick filled by fine sand including leveling with surface vibrator, temping and sweeping etc. complete of minimum compressive strength of 250 kg/sq.cm

12.65.2 Pigment Coloured (rubber mould) precast interlock concrete blocks

42 12.7 Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall 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 matching pigment complete.

12.7.1 Size upto 200x300mm 45.36 Sqm 587

OFFICE OF THE MUNICIPAL CORPORATION KORBA (C.G.)

BILL OF QUANTITY

SOR Used : CG PWD Building SOR 01.01.2015

Sno Code Particulars Qty Unit Rate Amount

1 1.2 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).

Construction Area

2 1.1 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.

1.1.1 In all types of soil 587.3 cum 185

3 1.18 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.

4 1.6 Extra for every additional lift of 1.5 m or part thereof.

1.6.1 All types of soil 75.65 cum 26.5

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.

3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

3.2 3.2 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

3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

7 3.4 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:

8 3.7 Providing and mixing in cement concrete, triangular polyester fiber Recron 3s (Anti-shrinkage Admixture) of 12 mm length of approved make like Reliance industries Ltd etc. in proportion as recommended by manufacturer

1 kg /Cum 161.62 kg 366

9 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

30 % of excavated earth 260.42 cum 65

10 1.26 Carriage by mechanical transport upto 5 km lead:

1.26.1 Earth cum 111

11 1.27 Extra for mechanical transport for every one km or part thereof beyond first 5 km lead.

12 1.18 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.

13 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.

14 2.1.3 Window sills, anchor blocks, string course, bends, copings, bed plates and like.

15 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape

16 2.1.8 Beams, lintels, cantilevers & walls

17 2.1.11 Arches, domes and likes, upto 6 M. Span.

18 2.1.13 Weather shade, chhajja, Cornices and mouldings

17 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) 296.94 sqm 235

19 2.1.4 Edge of slab, breaks in floor and walls upto 200mm. 190.4 Rm 34

20 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, 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

21 7.5.4 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)

22 7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

23 11.1 Providing and making 6mm thick cement plaster of mix

11.1.1 In Cement mortar 1:3 (1 cement : 3 fine sand

11.1.2 In Cement mortar 1:4 (1 cement : 4 fine sand) 0.9 Sqm 87

24 11.2 Providing and making 12mm thick cement plaster of mix:

11.2.4 In Cement Mortar 1:6 (1 cement : 6 fine sand) 0.0 Sqm 91.5

25 11.3.4 15mm thick cement plaster on the rough side of single or half brick wall of mix:

In Cement Mortar 1:6 (1 cement : 6 fine sand)

26 11.4 Providing sand faced plaster to concrete or brick masonry surface in all positions in two coats, base coat 13mm thick in C.M. 1:4, cleaning the surface by combing it and finishing coat 8mm thick in C.M. 1:3 and taking out grains on surface by hand operated mechanical arrangement with cost of all material labour, all leads & lifts, and scaffolding etc. complete

27 11.7 Providing and making 18 mm thick cement plaster with under layer of 12mm thick cement plaster 1:5 (1 cement : 5 fine sand) finished with a top layer of 6mm thick cement plaster 1:3 (1 cement : 3 fine sand).

27 11.1 Providing and mixing in cement mortar, triangular polyester fiber Recron 3s (Anti-shrinkage Admixture) of 6 mm length of approved make like Reliance industries Ltd etc. in proportion as recommended by manufacturer

28 9.6 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.

9.6.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

29 9.15 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer.

30 9.6 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, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer.

9.6.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

31 13.4 25 mm thick KOTA stone slab flooring over 20mm (Average) thick base of cement mortar 1:4 laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including grinding rubbing and polishing etc. complete (Area of slab to be over 0.20 sqm and upto 0.50 sqm)

32 3.16 Making 50mm thick plinth protection of plain cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with sand including finishing the top smooth.

33 9.37 Providing and fixing M.S. fan clamp/ hook for ceiling fan made out of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop.

34 14.6 White washing with whiting to give an even shade.

14.6.1 On new work (Three or more coats)

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.

36 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)

37 14.14 Finishing walls with water proofing cement paint of required shade to give an even shade.

14.14.1 On new work (Two or more coats applied @ 3.84 kg/10 sqm)

38 14.22 Painting on new work (two or more coats) to give an even shade with:

14.22.2 Premium synthetic enamel paint

39 4.6 Providing post water proofing treatment against dampness & Seepage in walls of basement, plinth, super structure (horizontal or vertical) consisting of following operations:

i) Removing loose material and cleaning the surface. ii) Drilling 20mm dia holes in walls/ floor in zigzag manner spacing not more than 150 mm center to center. iii) Injecting polymer based high strength water proofing compound of approved brand & make, admixed with cement in the ratio as specified by manufacturer, in holes by pressure pump. iv) Plugging holes with polymer compound admixed with cement. v) Providing and laying of bonding slurry prepared by mixing of cement with approved make and brand acrylic polymer (as per IS 13435 Part-3) in two layers (totaling up-to 3mm thick) by brush. Second layer to be laid after 4 hours of first layer. vi) Providing and laying 15mm thick cement plaster in cement mortar 1:4 (1 cement : 4 coarse sand) and finishing the surface with neat cement admixed with integral water proofing compound (IS: 2645) as per manufacturers recommendations.

40 9.27 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.

9.27.2 80x1.20mm M.S. Laths 0.0 sqm 1570

41 2.28 Providing and fixing 27.5cm long wire spring for rolling shutters 0.0 Each 362

42 9.29 Providing and fixing M.S. sheet top cover for rolling shutter

9.29.2 1.20mm thick 0.9 Sqm 530

44 9.3 Providing and fixing ball bearing for rolling shutters 0.0 Each 432

45 9.31 Providing and fixing mechanical device chain and crank operation for operating rolling shutters. 0.0 Set 5672

46 8.148 Providing and fixing factory made UPVC door frame made of UPVC profile section having an overall dimension as below (tolerance ± 1mm) with wall thickness 2.0mm ± 0.2mm, corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19mm and 1mm ± 0.1mm wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer-in-charge

8.148.1 Extruded section Profile size 48x40 mm.

41 8.15 Providing and fixing factory made 25mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762mm X 25mm or less as per requirement with an average wall thickness of 1mm ± 0.3mm. PVC foam end cap of size 23x10mm are provided on both vertical edges to ensure the overall thickness of 25mm. An M.S. tube having dimensions 19mm x 19mm is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25mm X 11mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufactures' specification.

47 12.3 Cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm) finished with a floating coat of neat cement.

12.3.2 50mm thick 0.0 Sqm 254

48 11.31 Providing and making 12mm thick plain cement mortar bands in cement mortar 1:4 (1 cement : 4 fine sand) per cm width:

11.31.2 Sunk Bands 110 cm/m 2.6

Raised band 500 cm/m 2.6

49 12.65 Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thick average complete coarse sand bed with joints of 3mm thick filled by fine sand including leveling with surface vibrator, temping and sweeping etc. complete of minimum compressive strength of 250 kg/sq.cm

12.65.2 Pigment Coloured (rubber mould) precast interlock concrete blocks

50 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

Slab 19.5 Sqm 235

51 11.1 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix:l

11.1.3 In cement mortar 1:3 (1cement : 3 sand) 0.0 Sqm 134

52 12.7 Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall 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 matching pigment complete.

12.7.1 Size upto 200x300mm 45 Sqm 587

OFFICE OF THE MUNICIPAL CORPORATION KORBA (C.G.)

ESTIMATE OF COMMERCIAL SHOPS

ESTIMATE OFELRCTRICAL POLE

SOR Used : CG PWD ELECTRICAL SOR 01.06.2020

S.no. Item Qty Unit Rate Amount

1 19.8.1 Supply of hot dipped galvanized (in single dip to minimum 75 micron) octogonal pole made of 3mm thick steel grade E-350 sheet having window and flush cover with locking arrangement at suitable height from base for cable termination block, pole suitably reinforced with welded steel section at window cut section to make the strength of pole unaffected, with following minimum specifications with 4 way terminal connector including 4mm thick anchor plate, 4 nos 24mm dia foundation bolts of EN8 grade, and as per IS 2062 & BS EN: 10025. (designed for wind speed upto 180km/hr, IS: 875 Part 3)

i 9 metre high, dia 155mm at bottom and 90mm at top, base plate size 260x260x16mm, foundation bolts 750mm long 7 Each 13974

2 19.12 Designing and providing suitable RCC foundation in Cement Concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) for 3 mere to 12 metre high GI octagonal pole including steel reinforcement form work, embeding 2 nos 50mm dia PVC pipe for cable entry in each foundation, excavation disposal of surplus soil and curing etc. as per specification cum 5219

3 19.11.7 Erection of GI octogonal/ tubular/conical pole on existing cement concrete foundation having grouted bolts and nuts, aligning in true vertical position as per specification.

i 9 metre high Each 985

4 19.27 Supplying and fixing of SINGLE over hang (Arm) 1500 MM (long)x50 mm dia decorative GI street light pole bracket made out of GI "A" Class pipe welded to 300 MM Long GI Pole canopy of suitable dia at angle of 102.50 Degree including having GI triangular stiffner and making arrangement for tightening the bracket with pole by providing suitable size heavy duty nuts and bolts in canopy including FRP Dome on existing pole etc. as per enclosed drawing and as per direction of engineer-in-charge. Each 2050

5 15.3.11 Supplying and laying following sizes one number FRLS PVC insulated /XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade in existing RCC/ HUME/ STONEWARE/ METAL/ HDPE pipe as per specification, IS: 1554 (1988, Part 1) / IS: 7098 (1988, Part 1).

i 15.3.11 3.5 x25 sqmm Mtr 117

ii 15.3.13 3.5 x50 sqmm Mtr 173

7 14.2.1 Supplying and laying HDPE pipe of 4kg/Sqcm in ground below road, path etc at a depth not less than 40 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as per specification.

i 63 mm outer dia Mtr 124

8 12.19. Providing maintenance free earthing with following size GI pipe including making bore pit of minimum 150mm dia, providing and laying approved make Earthing Electrode of Pipe-in-Pipe technology as per IS 3043(R 2016) -1987 made of corrosion free G.I. Pipes having outer pipe of 80mm dia and inner pipe of 50mm dia and filling with specified qty highly conductive compound around pipe and above that with soft soil in bore pit complete and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. as per specification:

12.19.1 With 3 metre long GI Pipes and 50 kg back filling compound. Each 10955

9 9.10.1 Supplying and fixing SP MCB, 240 volts, 'B' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification.

i 6 amps to 32 amps Each 151

ii 40 amps 1 Each 313

10 :15.28. Supplying, fixing and cramping suitable size and all type aluminium ferule/ lugs to following size 1.1 KV grade power cable core / lead, pressed with high pressure cramping tool including connection to switch gear/ MCCB etc as per specification. .

15.28.4 25 Sq mm. Each 22

11 19.134 Providing and making suitable CC pole collar (muffing) in Cement Concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) of size 0.4 m dia and 0.4 m height from existing CC foundation. Each 251

12 32.2.4 Providing following size ISI marked FRLS PVC insulated , PVC sheathed, flexible copper conductor wire.

32.2.4 1.5 sq. mm three core mtr 35

13 6.28.9 Supplying, installation, testing and commissioning of following 230/250 volts LED street light fitting with all accessories like driver, heat sink made of die cast aluminium with IP 66 protection and 15 KV surge protection on pole bracket, including connection, earthing, Separate housing for driver etc complete as per specification and P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 120 lumens /watt.

i 150 watt Each 9347

14 12.18 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ concealed conduit/ submain wiring/ cable as per specification. Mtr 19

15 14.3.2 Supplying and laying following size medium class G.I. pipe in ground below road, path etc at a depth not less than 40 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as per specification.

80 mm internal dia Mtr 527

16 6.59 Supply and installation of timer including relay and contactor set complete as required 1 Each 3929

17 1.13 Wiring for circuit/sub-main wiring shall be carried out with FRLS PVC insulated copper conductor wires, including earth wire, of the specified sizes, laid in concealed heavy-duty FRLS PVC conduit. The conduit pipe shall be 2 mm thick and the work shall conform to relevant specifications and to IS 694:2010 and IS 9537 (Part 5):2000.

1.13.2 3 X 2.5 sq. mm in 20mm conduit 150 Mtr 111

1.13.8 3 X 10 sq. mm in 25mm conduit 125 Mtr 270

1.13.9 3 X 16 sq. mm in 32mm conduit 95 Mtr 397

18 1.11 Wiring for power plug point with 3 × 4 sq.mm FRLS PVC insulated stranded copper conductor wires for phase, neutral, and earth, laid in concealed FRLS PVC conduit of heavy-duty type (pipe thickness 2 mm), complete with modular type 16 A switch and 6/16 A socket outlet, including modular base, cover plate, suitable size G.I. box, earthing of switch box and socket outlet with same size wire, etc., as required and conforming to IS: 694 (2010) and IS: 9537 (Part 5, 2000).

1.11.1 Short Point 13 point 589

1.11.2 Medium Point 26 point 942

1.11.3 Long Point 13 point 1350

19 1.7 Wiring for light / fan / exhaust fan / call bell point shall be carried out using 3 × 1.5 sq.mm FRLS PVC insulated stranded copper conductor wires for phase, neutral, and earth, drawn through concealed heavy-duty FRLS PVC conduit of minimum 2 mm wall thickness. The point wiring shall include 5/6 A modular switch, modular box, cover plate, and suitable size G.I. box, complete as required and in accordance with IS 694:2010 and IS 9537 (Part 5):2000.

1.7.1 Short Point 26 point 266

1.7.2 Medium Point 26 point 424

1.7.3 Long Point 26 point 588

20 1.9 Extra for providing and fixing light plug point on board in concealed heavy-duty FRLS PVC conduit (pipe thickness 2 mm), complete with point wiring, modular type 3-pin 5/6 A socket outlet, and 5/6 A switch, including cost of base, cover plate, G.I. box, etc., complete as per specifications and conforming to IS 694:2010 and IS 9537 (Part 5):2000. 26 point 216

21 12.3 Earthing with copper earth plate of size 600 mm × 600 mm × 3 mm thick, complete with all accessories, including masonry enclosure with cover plate having locking arrangement, watering pipe, charcoal and salt, as per specification and conforming to IS 3043:1987 (R2016). 2 set 6209

22 12.4 Supplying and laying 8 SWG copper wire at a depth of 0.50 m below ground level for connection to the conductor earth electrode, including soldering complete, as per specification. 40 mtr. 77

23 9.5 Supplying and fixing, on surface or recessed, vertical type 415 V TPN MCB distribution board made of sheet steel, phosphatized and powder-coated, complete with 200 A tinned copper busbar, common neutral link, earth bar, DIN bar, detachable gland/knockout plate, including interconnections, earthing, etc., as per specification, excluding MCB/RCCB/Isolator.

24 9.11 Supplying and fixing SP MCB, 240 V, ‘C’ curve, suitable for inductive loads, in the existing MCB distribution board, complete with all connections, testing, and commissioning, as per specification.

9.11.2 6 amps to 32 amps 26 each 148

25 5.4 Supply and fixing of modular switches, sockets, and other accessories on the existing modular plate and switch box, including all necessary connections, but excluding the modular plate, complete as per specification.

5.4.1 5/6 amps one way switch 80 each 69

5.4.4 15/16 amp switch 54 each 89

5.4.5 3 pin 5/6 amp socket outlet 54 each 96

5.4.6 6 pin 15/16 amp socket outlet 26 each 120

5.4.9 Fan regulator ( two module size ) electronic stepped type moving all rounds 26 each 186

26 6.1 Supplying, installation, testing, and commissioning of ceiling fans of the following sizes, complete with down rods of standard length up to 30 cm, wired with 1.5 sq. mm FRLS PVC insulated single-core copper conductor cable, including earthing and all necessary accessories as required. The fan shall have a power factor not less than 0.9, BEE star rating of 3-star or higher, and shall conform to IS 374:2019 with all amendments.

6.1.3 1200mm sweep 26 each 1697

27 6.8 Supplying, installation, testing and commissioning of fancy exhaust fan of following sizes, with built-in louvers, in the existing wall opening, including earthing, complete as per specifications. The power factor (P.F.) shall not be less than 0.9.

6.8.1 225mm sweep 26 each 1161

28 6.19 Supplying, installation, testing and commissioning of LED tube light fittings complete with batten, electronic driver, heat sink, capacitor, and all other accessories, suitable for surface mounting or installation in false ceiling, including connection, earthing, etc., complete in all respects as per specification. The fitting shall be IP20 rated, with power factor not less than 0.90, and LED chip efficacy not less than 100 lumens/Watt.

6.19.3 18/20 watt (4 feet ) 54 each 443

29 6.16 Supplying, installation, testing and commissioning of sleek LED panel downlights (luminaires), round or square, complete with electronic driver, heat sink, capacitor and all required accessories, suitable for surface mounting or installation in false ceiling, as per specifications. Power factor shall be not less than 0.90 and LED efficacy shall be minimum 100 lumens/W.

6.16.2 36 watt, size 600x600mm 26 each 2342

OFFICE OF THE MUNICIPAL CORPORATION KORBA (C.G.)

ESTIMATE OF BORING & WATER SUPPLY

(Building SOR Items) W.E.F. - 01/01/2015

S.NO. S.O.R. DESCRIPTION QTY UNIT RATE AMOUNT

NO. (Rs.) (Rs.)

1 21.1 Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by itable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre depth below ground level.

21.1.1 All types of soil

21.1.2 Rocky strata including Boulders.

2 21.3 Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe ofrequired dia,conforming to IS: 12818, including required hire and labour charges,fittings & accessories etc. all complete, for alldepths, as per direction of Engineer –in-charge.

21.3.3 150mm nominal size dia 30 Rmt 540

3 21.10 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully

developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw downetc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete,including hire& labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge 5 hour 654

4 21.11 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of:

21.11.3 150mm nominal size dia 1 each 217 217

5 21.17 Carrying out the resistivity survey by VES method using Schlumberger configuration for locating the proper spot for drilling of tubewell within the selected habitation, including photography, interpretation of resistivity data and submission of report in the desired format along with resistivity readings, necessary graph and photographs. (only successful point is payable 1 each 1502 1502

6 26.3 Supplying, installation, testing and commissioning of submersible pump set for water supply system with submersible motor directly coupled to multi-stage submersible pump of specified discharge capacity, head, delivery size in existing bore well including 2 sets of suitable size holding clamps made out of 50 mm X 6 mm MS flat, connection with suitable submersible cable of standard length etc. as required.

26.3.5 5 HP, 750 LPM, 20 m head, suction size 80 mm, delivery size 65 mm 1 Nos 26072 26072

7 23.6 (PWD ELECTRICAL-01-06-2020) and fixing following dia HDPE pipe PE-80 Grade (8kg/sqcm) in single length in the suction/ delivery line of water supply pump etc. as per specification.

63 mm dia. 105 RM 190

8 18.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ), 100mm sand cast Iron P or S trap, 10 litre low level P.V.C. flushing cistern (same colour) conforming to IS : 7231, with flush bend and other fittings and fixtures complete including cutting and making good the walls and floors wherever required :

18.1.3 White Orissa pattern W.C. pan of size 580x440 mm 4 Each 2899

9 18.13 Providing and fixing white vitreous china urinal basin with waste fitting as per IS : 2556, and other couplings in C.P. brass complete:

18.13.1 Flat back half stall urinal of size 460x380x250mm 4 Each 1776

9 18.17 Providing and fixing vitreous china wash basin with C.I. brackets, 32 mm C.P. brass waste of standard pattern, including painting of brackets, cutting and making good the walls wherever required :

18.17.6 White Surgeon type size 660x460 mm 2 Each 2587

10 18.25 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.

18.25.1 32 mm dia 2 Each 68.5

11 18.76 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete.

18.76.1 75 mm dia pipe. 220 Rm 182

12 18.77 Providing and fixing on wall face UV stabilized Unplasticised - PVC moulded fittings/ accessories having 3.2mm wall thickness for Rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.

18.77.1 Tee/ Tee with door/ Bend 45°/ Bend 90°

18.77.2 Double "Y" with or without door

18.77.4 Access door cap

18.77.5 P trap 110mmx110mm long 52 Each 227

18.77.6 Nahani trap 110x75mm 52 Each 90.5

18.77.8 Plain reducing Tee 110x75mm 52 Each 85.9

13 18.78 Providing and fixing UV stabilized Unplasticised -PVC pipe clips of approved design to Rigid PVC pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.

14 19.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.

CONCEALED WORK including cutting chases and making good the walls etc.,

19.5.3 25 mm nominal outer dia .Pipes. 280 Rm 213

15 19.14 Providing and fixing 15 mm nominal bore C.P. brass fittings of approved make and conforming to IS:8931 including C.P. brass extension if required:

19.14.1 Bib cock (400 grams) 52 Each 382

19.14.13 Toilet paper holder 4 Each 248

16 19.15 Providing and fixing stainless steel drain jali of approved make/quality. 180.4 Each 51

17 19.42 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 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

18 19.43 Cutting holes more than 20x20 cm and upto 30x30 cm in walls including making good the same :

19 19.44 Cutting holes upto 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including finishing complete so as to make it leak proof.

OFFICE OF THE MUNICIPAL CORPORATION KORBA (C.G.)

PROPOSED MUTTON MARKET - KORBA

ESTIMATE OF SELF SUPPORTED ROOFING

S.NO. S.O.R. DESCRIPTION QTY UNIT RATE (Rs.) AMOUNT (Rs.)

1 Non SOR Self Supported Roof : Providing and fixing of self supported mechanically seamed roofing system for Hydraulic operated profile machine(American MIC ) for fabricating, seaming, bolting, etc. such as Proflex Systems , Kailash roofing , Green curve or equivalent 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 centre 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 beveled edges to receive (support) curved panels. Beams shall be designed for arch reaction and vertical loads.

Plaster should not apply on the beam. Schmidt Hammer test of the concrete should be carried out before erection to ensure that the anchor bolt could be securely fixed on support. In case of steel structure a steel runner plate of 6mm thickness and G.I. sheet of suitable size shall be provided for installation of panels. G.I anchor bolt of required size and type with G.I washer and neoprene washer should be provided as per design.

After installation of panel, trapezoidal voids are created between gutter-beam and panels which should be covered by a flashing fabricated or brick-masonry work, etc, which is to be paid separately. Area of the roof shall be measured along the periphery on hem-top between end to end of panels. Ridge and valley shall not be taken into consideration for measuring length transverse to periphery. The rate including supplying, fixing, loading, unloading, hire charges of all plants machineries, anchors, fasteners, washers, bolts, epoxy, paint and all wastage, etc, complete. Accessories and fixtures like hangers/clamps for installation of lightening/fixtures/utility/ducts as per requirement and ventilators, skylight can also be provided at crown/ridge by making cuts into the panels which is to be paid separately.