NIT NO:48/PWD/Zone-2/2026 RAIPUR DATED: 25/02/2026

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

Zone No- 02 (BOQ)

Name of the work - ESTIMATE FOR RENOVATION WORK IN MINIMATA SAMUDAYIK BHAWAN, WARD NO 26 DANVEER BHAMA SHAH WARD

Bill of Quantity for works

Note: Rates as per PWD, SOR (Building Works) 01-01-2015

S.N. Item no. Description and details of work Contents Rate Unit Amount

1 15.5 Boring, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in cement concrete 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size), to carry a safe working load, excluding the cost of steel reinforcement but including the cost of boring with auger by manual means and making one bulb using suitable bulb enlarging tool by MANUAL MEANS with all instruments and arrangements required for boring true to vertical line etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap):

2 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.

plinth beam 96.00 sqm 139.00 13344.00

3 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape

4 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).

plinth beam 11.62 cum 4163.00 48357.41

5 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

pile, column, plinth beam (reinforcement @100kg/cum)

6 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)

bottum of plinth beam

above of plinth beam

deduct column 43.46 cum 3263.00 141796.93

7 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:

8 9.3 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.

9.3.1 Electric resistance or induction butt welded tubes Grade-250

9 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.

for coping 1.60 cum 4237.00 6779.20

10 11.2 Providing and making 12mm thick cement plaster of mix

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

11 14.12 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete.

12 14.4 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.

QUANTITY SAME AS IN 14.44 448 sqm 94.5 42336.0

13 14.10 Wall painting with acrylic luxury emulsion (plastic) paint of required shade to give an even shade.

14.10.1 On new work (two or more coats)

AREA SAME AS ABOVE 448 sqm 74.5 33376.0

14 14.22 Painting on new work (two or more coats) to give an even shade with:

14.22.1 Satin synthetic enamel paint

OLD BUILDING PAINTING WORK

1 14.44 Removing white or colour wash by scrapping, sand papering and preparing the surface smooth including necessary repair to scratches etc. complete.

window 513 sqm 4.3 2204.9

2 14.12 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete.

QUANTITY SAME AS IN 14.44 513 sqm 23.0 11793.5

3 14.4 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.

QUANTITY SAME AS IN 14.44 513 sqm 94.5 48456.0

4 14.10 Wall painting with acrylic luxury emulsion (plastic) paint of required shade to give an even shade.

14.10.1 On new work (two or more coats)

AREA SAME AS ABOVE 513 sqm 74.5 38200.8

1 1.1 Excavation for all types &sizes of foundations, trenches & drains or for any other purpose i/c disposal of excavated stuff upto 1.5 m lift 7 lead upto 50m (at least 5m away from the excavated area), i/c dressing & leveling of pits.

1.1.1 In all types of soil (Column) 5.184 Cum 185 959

2 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.

3 3.1 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.

3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). 0.648 Cum 2970 1925

4 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).

PLINTH BEAM 5.11 Cum 4163 21281.256

5 2.1.1 False work for Foundations, footings, base of columns and plinth beam in any shape and size.

Column footing 41.04 sqm 139 5704.56

6 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

7 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)

DEDUCTION 10.44 cum 3263.00 34065.72

8 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:

9 11.2 Providing and making 12mm thick cement plaster of mix:

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

DEDUCTION 119.52 sqm 91.50 10936.08

10 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 100.00 sqm 632.00 63200.00

11 9.16.2 Structural steel work riveted or bolted or welded in built-up sections, trusses and frames work upto a height of 5m above plinth level, including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.

Gusset plate (14 mm thick)

12 10.1 Providing corrugated G.I. sheet roofing including vertical/ curved surfaces fixed with galvanized iron, 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 including painting with primer and paint on overlapping of sheets complete excluding the cost of purlins rafters and trusses. (Zinc coating not less than 272 gms/sqm)

10.1.2 0.80 mm thick sheet (weight 7.03 kg/m2) 225.0 sqm 810 182250

13 10.5 Providing ridges or hips of 60cm overall width in plain G.I. sheet fixed with galvanized washers J or L hooks, bolts and nuts 8mm G.I. limpet and bitumen washers complete.

10.5.2 0.80 mm thick sheet with zinc coating not less than 275 gm/sqm

1 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

2 3.1. Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground 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 3.2 Providing and laying nominal mix reinforcement cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of reinforcement and form work.

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

4 2.1.1 Foundations, footings, base of columns and plinth beam in any shape and size.

Column up to plinth beam

Plinth beam out side 12.56 Sqm 139.00 1746

5 2.1.6 Columns, beams & walls- circular or any other geometrical shape other than square and rectangular in all sizes

Column plinth to slab

Lintal beam out side

Roof Beam Outer 21.60 Sqm 356.00 7690

6 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

Slab Projection 12.78 Sqm 235.00 3003

7 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 all complete:

3.12.1 Thermo-Mechanically treated bars

8 7.5.4 Brick work with modular well burnt clay bricks of crushing strength not less than 35 kg/sqcm and water absorption not more than 20% in foundation and plinth in (:Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

up to plinth beam LW 0.72 Cum 3263.00 2349

9 7.5 Brick work with modular well burnt clay bricks of crushing strength not less than 25 kg/sqcm and water absorption not more than 20% in SUPER STRUCTURE in:

7.5.4 Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)

10 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 formwork.

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.

In all types of soil

12 9.47.2 For shutter of doors, windows & ventilators including providing and making provision for fixing of fitting wherever required including the cost of PVC/ neoprene gasket required (Fittings shall be paid for separately).

13 9.51 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item):

9.51.3 With float glass panes of 6 mm thickness 1.20 804.00 965

14 8.12.2 Providing and fixing flush door shutters, conforming to IS : 2202 (Part-I), decorative type core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges.

30 mm. thick (single leaf) 5.46 Sqm 2005.0 10947

15 11.2 Providing and making 12mm thick cement plaster of mix:

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

16 11.3 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix:

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

Deduction opening

After deduction 16.21 Sqm 107.00 1734

18 14.12 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete. 16.21 Sqm 23.00 373

14.11 Wall painting with acrylic luxury emulsion (plastic) paint of required shade to give an even shade. 16.21 Sqm 52.50 851

19 14.22 Painting on new work (two or more coats) to give an even shade with:

14.22.1 Satin synthetic enamel paint

Ventilation 4.19 Sqm 55 230

Total 1807441.12

ELECTRIFICATION 8% (+) 144595.29 22593014.05

OFFICE OF THE MUNICIPAL CORPORATION RAIPUR

DETAILED ESTIMATE

NAME OF WORK :- ESTIMATE FOR CONSTRUCTION OF CC ROAD IN VARIOUS PLACES OF CHUNNABHATI AREA, WARD NO 14 RAMAN MANDIR WARD

Bill of Quantity for works

Note: Rates as per PWD, SOR (Building Works) 01-01-2015

S.N. Item no. Description and details of work Contents Rate Unit Amount

1 16.43 Demolishing cement concrete including disposal of material within 50 metre lead.

16.43.3 1:3:6 or richer mix

2 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 3.1 Providing and laying nominal mix nominal 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).

4 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.

TOTAL Rs 1858708