Sr no/b6/ v s area bilaspur/29-2/2025-26/2376/Raipur/20.07.2026

OFFICE OF THE JOINT DIRECTOR C.G. STATE AGRICULTURAL MARKETING (MANDI) BOARD DIVISION BILASPUR

DETAILED ESTIMATE FOR PROPOSED CONSTRUCTION OF 04 NOS. SHOPS (RIGHT) SIDE OF GATE ) AT VIDHAN SABHA - BILHA, GRAM PANCHAYAT - PATTHARKHAN (IN FRONT OF ADIWASI COMMUNITY CENTER) BLOCK- BILHA, DISTRICT - BILASPUR (C.G)

SCHEDULE OF RATES FOLLOWS :

C.G.P.W.D. BUILDING WORKS S.O.R. WITH EFFECT FROM DATE 01.01.2015

C.G.P.W.D. ELECTRICAL WORKS S.O.R. WITH EFFECT FROM DATE 01.07.2015

S.No. Particulars Item of work No. Measurents Quantity Unit Rate Unit Amount

[01] 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).

[02] 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.

For Foundation of Column 24 1.50 1.50 1.50 81.00 Cum 185.00 /Cum 14985.00

[03] 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.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

For Foundation of Column 24 1.50 1.50 0.15 8.10 Cum

For Front Steps 1 16.45 1.80 0.10 2.96 Cum

[04] 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).

(A) Foundation and Plinth:

For Column Footing 24 1.20 1.20 0.30 10.37 Cum

For Column upto G.B. 24 0.20 0.30 0.95 1.37 Cum

For Ground Beam 1x3 16.45 0.20 0.30 2.96 Cum

For Column Above G.B. 18 0.20 0.30 0.60 0.65 Cum

For Plinth Beam 1x3 16.45 0.20 0.20 1.97 Cum

(B) Superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

For Column upto L.B. 18 0.20 0.30 2.40 2.59 Cum

For Linlet Beam 1x3 16.45 0.20 0.30 2.96 Cum

For Chhujja 1 17.65 0.60 0.10 1.06 Cum

For Column above L.B. 24 0.20 0.30 0.75 1.08 Cum

For Slab Beam 1x3 16.45 0.20 0.20 1.97 Cum

For Column above slab 24 0.20 0.30 0.90 1.29 Cum

For Staircase 2 3.85 1.40 0.10 1.08 Cum

For Column 2x2 0.20 0.30 1.20 0.28 Cum

[05] 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:Thermo-Mechanically treated bars FE 415

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

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

For Column Footing 24x4 1.20 - 0.30 34.56 Sqm

For Column upto G.B. 24 2(0.20+0.30) 0.95 22.80 Sqm

For Ground Beam

Inner Surface 5 2(3.05+2.30) 0.30 16.05 Sqm

Outer Surface 1x2 (16.45+7.30) 0.30 14.25 Sqm

For Column above G.B. 18 2(0.20+0.30) 0.60 10.80 Sqm

For Plinth Beam

Inner Surface 5 2(3.05+2.30) 0.20 10.70 Sqm

Outer Surface 1x2 (16.45+7.30) 0.20 9.50 Sqm

(b) Columns, Pillars, Piers and likes- rectangular or square in shape

For Column upto L.B. 18 2(0.20+0.30) 2.40 43.20 Sqm

For Column above L.B. 24 2(0.20+0.30) 0.75 18.00 Sqm

For Column above slab 24 2(0.20+0.30) 0.90 21.60 Sqm

(c) Beams, lintels, cantilevers & walls

For Linlet Beam

Inner Surface 5 2(3.05+4.30) 0.30 22.05 Sqm

Outer Surface 2 (16.45+7.30) 0.30 14.25 Sqm

Bottom of Beam 5 3.05 0.20 - 3.05 Sqm

Inner Surface 5 2(3.05+4.40) 0.30 22.35 Sqm

Outer Surface 2 (16.45+7.30) 0.30 14.25 Sqm

For Staircase 1 2(3.05+4.40) 0.20 2.98 Sqm

(d) Weather shade, chhajja, Cornices and mouldings

For Chhujja 1 17.65 0.60 - 10.59 Sqm

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

For Slab 4 3.05 4.40 - 53.68 Sqm

(f) Stair cases of all types excluding spiral and folded plate type, including risers and landings

Total 14.60 Sqm 230.00 /Sqm 3358.00

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

(A) Foundation and plinth

For Below Ground Beam 3x5 3.05 0.20 0.10 0.92 Cum

Above Ground Beam 3x5 3.05 0.20 0.60 5.49 Cum

Front Steps 1 16.45 1.50 0.15 3.70 Cum

(B) Superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth

Wall upto Lintel Beam 3x5 3.05 0.20 2.40 21.96 Cum

Wall Above Lintel Beam 3x5 3.05 0.20 0.75 6.86 Cum

Parapet wall 2x5 3.05 0.20 0.90 5.49 Cum

Deduction for Opening

[08] 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.

Trenches of Foundation

Total Qty. of excavation From item No.2 81.00 Cum

Deduction for P.C.C. From item No.3 -8.10 Cum

Deduction fo R.C.C. From item No.4 -13.47 Cum

Under Floor Filling

For Verandah 5 3.05 2.30 0.90 31.57 Cum

[09] 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

[10] Providing and fixing 27.5cm long wire spring for rolling shutters.

[11] Providing and fixing ball bearing for rolling shutters.

[12] Providing and fixing M.S. sheet top cover for rolling shutter. 1.25mm thick.

[13] 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.

[14] 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.

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

For Ceiling Area

For Slab 4 3.05 4.40 - 53.68 Sqm

Bottom of Beam 10 3.05 0.20 - 6.10 Sqm

For Chhujja 1 17.65 0.60 - 10.59 Sqm

Total 160.37 Sqm 87.00 /Sqm 13952.00

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

For Inner surface

Deduction for Opening

Total 299.29 Sqm 96.50 /Sqm 28881.00

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

For Outer surface 2 (16.45+7.30) 5.75 273.13 Sqm

Deduction 1 16.45 - 2.55 -41.95 Sqm

[18] 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.

Total 125.29 Sqm 34.00 /Sqm 4260.00

[19] Providing and laying vitrified floor tiles with double charge/ multi charge printing with water absorption less than 0.5% and conforming to IS : 15622 of approved make in all colours and shades and size mentioned below (+/- 10mm), 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.Size 600x600mm

For Shops 5 3.05 4.60 - 70.15 Sqm

Verandah 1 16.45 2.50 - 41.13 Sqm

Deduction for Column 6 0.20 0.30 - -0.36 Sqm

[20] Providing and laying rectified ceramic glazed floor tiles of size 300x300mm and above conforming to IS : 15622 of approved make,colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.Size 300x300mm

Front Steps 1 16.45 2.55 - 41.95 Sqm

Total 80.13 Sqm 858.00 /Sqm 68751.00

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

Ceiling = 160.37 Sqm.

Inner Surface = 299.29 Sqm

Outer Surface Area = 267.47 Sqm.

Total Area = 727.13 Sqm.

Ceiling and Inner Surface Plaster Area 727.13 Sqm. 23.00 /Sqm. 16724.00

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

Total 98.06 Sqm. 55.00 /Sqm. 5393.00

[23] 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.

Ceiling = 160.37 Sqm.

Inner Surface = 299.29 Sqm

Outer Surface Area = 267.47 Sqm.

Total Area = 727.13 Sqm.

Ceiling and Inner Surface Plaster Area 727.13 Sqm 94.50 /Sqm 68714.00

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

Ceiling = 160.37 Sqm.

Inner Surface = 299.29 Sqm

Total Area = 459.66 Sqm.

Ceiling and Inner Surface Plaster Area 459.66 Sqm 44.50 /Sqm 20455.00

[25] Painting exterior surface with PREMIUM 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)

Outer Surface Area = 267.47 Sqm. Outer Surface Area 267.47 Sqm 74.50 /Sqm 19926.00

[26] Providing stainless steel railing/ grill made of S.S. flats, hollow S.S. pipe or square/ rectangular sections of approved design fixing in stair case, balcony or other places with metal fasteners and stainless steel bolts etc complete. SS Grade 204

Stair Railing 1 Lump sum 75.00 Kg 467.00 /Kg 35025.00

[27] 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.

Total Rs 1674577.00

Add for 9% for Electrification Charge Rs 150712.00

Total Rs 1825289.00

Add for 3 % for Contengencies Charge Rs 54759.00

Total Rs 1880048.00

( RUPEES : EIGHTEEN LAKHS EIGHTY THOUSAND ONLY )

SUB ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER

C.G.STATE AGRICULTURAL C.G.STATE AGRICULTURAL C.G.STATE AGRICULTURAL

MARKETING BOARD BILASPUR MARKETING BOARD BILASPUR MARKETING BOARD BILASPUR

DISTT. - BILASPUR (C.G.) DISTT. - BILASPUR (C.G.) DISTT. - BILASPUR (C.G.)

OFFICE OF THE JOINT DIRECTOR C.G. STATE AGRICULTURAL MARKETING (MANDI) BOARD DIVISION BILASPUR

DETAILED ESTIMATE FOR PROPOSED CONSTRUCTION OF 04 NOS. SHOPS (LEFT SIDE OF GATE ) AT VIDHAN SABHA - BILHA, GRAM PANCHAYAT - PATTHARKHAN (IN FRONT OF ADIWASI COMMUNITY CENTER) BLOCK- BILHA, DISTRICT - BILASPUR (C.G)

SCHEDULE OF RATES FOLLOWS :

C.G.P.W.D. BUILDING WORKS S.O.R. WITH EFFECT FROM DATE 01.01.2015

C.G.P.W.D. ELECTRICAL WORKS S.O.R. WITH EFFECT FROM DATE 01.07.2015

S.No. Particulars Item of work No. Measurents Quantity Unit Rate Unit Amount

[01] 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).

[02] 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.

For Foundation of Column 24 1.50 1.50 1.50 81.00 Cum 185.00 /Cum 14985.00

[03] 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.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

For Foundation of Column 24 1.50 1.50 0.15 8.10 Cum

For Front Steps 1 16.45 1.80 0.10 2.96 Cum

[04] 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).

(A) Foundation and Plinth:

For Column Footing 24 1.20 1.20 0.30 10.37 Cum

For Column upto G.B. 24 0.20 0.30 0.95 1.37 Cum

For Ground Beam 1x3 16.45 0.20 0.30 2.96 Cum

For Column Above G.B. 18 0.20 0.30 0.60 0.65 Cum

For Plinth Beam 1x3 16.45 0.20 0.20 1.97 Cum

(B) Superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

For Column upto L.B. 18 0.20 0.30 2.40 2.59 Cum

For Linlet Beam 1x3 16.45 0.20 0.30 2.96 Cum

For Chhujja 1 17.65 0.60 0.10 1.06 Cum

For Column above L.B. 24 0.20 0.30 0.75 1.08 Cum

For Slab Beam 1x3 16.45 0.20 0.20 1.97 Cum

For Column above slab 24 0.20 0.30 0.90 1.29 Cum

For Staircase 2 3.85 1.40 0.10 1.08 Cum

For Column 2x2 0.20 0.30 1.20 0.28 Cum

[05] 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:Thermo-Mechanically treated bars FE 415

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

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

For Column Footing 24x4 1.20 - 0.30 34.56 Sqm

For Column upto G.B. 24 2(0.20+0.30) 0.95 22.80 Sqm

For Ground Beam

Inner Surface 5 2(3.05+2.30) 0.30 16.05 Sqm

Outer Surface 1x2 (16.45+7.30) 0.30 14.25 Sqm

For Column above G.B. 18 2(0.20+0.30) 0.60 10.80 Sqm

For Plinth Beam

Inner Surface 5 2(3.05+2.30) 0.20 10.70 Sqm

Outer Surface 1x2 (16.45+7.30) 0.20 9.50 Sqm

(b) Columns, Pillars, Piers and likes- rectangular or square in shape

For Column upto L.B. 18 2(0.20+0.30) 2.40 43.20 Sqm

For Column above L.B. 24 2(0.20+0.30) 0.75 18.00 Sqm

For Column above slab 24 2(0.20+0.30) 0.90 21.60 Sqm

(c) Beams, lintels, cantilevers & walls

For Linlet Beam

Inner Surface 5 2(3.05+4.30) 0.30 22.05 Sqm

Outer Surface 2 (16.45+7.30) 0.30 14.25 Sqm

Bottom of Beam 5 3.05 0.20 - 3.05 Sqm

Inner Surface 5 2(3.05+4.40) 0.30 22.35 Sqm

Outer Surface 2 (16.45+7.30) 0.30 14.25 Sqm

For Staircase 1 2(3.05+4.40) 0.20 2.98 Sqm

(d) Weather shade, chhajja, Cornices and mouldings

For Chhujja 1 17.65 0.60 - 10.59 Sqm

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

For Slab 4 3.05 4.40 - 53.68 Sqm

(f) Stair cases of all types excluding spiral and folded plate type, including risers and landings

Total 14.60 Sqm 230.00 /Sqm 3358.00

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

(A) Foundation and plinth

For Below Ground Beam 3x5 3.05 0.20 0.10 0.92 Cum

Above Ground Beam 3x5 3.05 0.20 0.60 5.49 Cum

Front Steps 1 16.45 1.50 0.15 3.70 Cum

(B) Superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth

Wall upto Lintel Beam 3x5 3.05 0.20 2.40 21.96 Cum

Wall Above Lintel Beam 3x5 3.05 0.20 0.75 6.86 Cum

Parapet wall 2x5 3.05 0.20 0.90 5.49 Cum

Deduction for Opening

[08] 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.

Trenches of Foundation

Total Qty. of excavation From item No.2 81.00 Cum

Deduction for P.C.C. From item No.3 -8.10 Cum

Deduction fo R.C.C. From item No.4 -13.47 Cum

Under Floor Filling

For Verandah 5 3.05 2.30 0.90 31.57 Cum

[09] 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

[10] Providing and fixing 27.5cm long wire spring for rolling shutters.

[11] Providing and fixing ball bearing for rolling shutters.

[12] Providing and fixing M.S. sheet top cover for rolling shutter. 1.25mm thick.

[13] 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.

[14] 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.

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

For Ceiling Area

For Slab 4 3.05 4.40 - 53.68 Sqm

Bottom of Beam 10 3.05 0.20 - 6.10 Sqm

For Chhujja 1 17.65 0.60 - 10.59 Sqm

Total 160.37 Sqm 87.00 /Sqm 13952.00

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

For Inner surface

Deduction for Opening

Total 299.29 Sqm 96.50 /Sqm 28881.00

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

For Outer surface 2 (16.45+7.30) 5.75 273.13 Sqm

Deduction 1 16.45 - 2.55 -41.95 Sqm

[18] 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.

Total 125.29 Sqm 34.00 /Sqm 4260.00

[19] Providing and laying vitrified floor tiles with double charge/ multi charge printing with water absorption less than 0.5% and conforming to IS : 15622 of approved make in all colours and shades and size mentioned below (+/- 10mm), 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.Size 600x600mm

For Shops 5 3.05 4.60 - 70.15 Sqm

Verandah 1 16.45 2.50 - 41.13 Sqm

Deduction for Column 6 0.20 0.30 - -0.36 Sqm

[20] Providing and laying rectified ceramic glazed floor tiles of size 300x300mm and above conforming to IS : 15622 of approved make,colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.Size 300x300mm

Front Steps 1 16.45 2.55 - 41.95 Sqm

Total 80.13 Sqm 858.00 /Sqm 68751.00

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

Ceiling = 160.37 Sqm.

Inner Surface = 299.29 Sqm

Outer Surface Area = 267.47 Sqm.

Total Area = 727.13 Sqm.

Ceiling and Inner Surface Plaster Area 727.13 Sqm. 23.00 /Sqm. 16724.00

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

Total 98.06 Sqm. 55.00 /Sqm. 5393.00

[23] 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.

Ceiling = 160.37 Sqm.

Inner Surface = 299.29 Sqm

Outer Surface Area = 267.47 Sqm.

Total Area = 727.13 Sqm.

Ceiling and Inner Surface Plaster Area 727.13 Sqm 94.50 /Sqm 68714.00

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

Ceiling = 160.37 Sqm.

Inner Surface = 299.29 Sqm

Total Area = 459.66 Sqm.

Ceiling and Inner Surface Plaster Area 459.66 Sqm 44.50 /Sqm 20455.00

[25] Painting exterior surface with PREMIUM 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)

Outer Surface Area = 267.47 Sqm. Outer Surface Area 267.47 Sqm 74.50 /Sqm 19926.00

[26] Providing stainless steel railing/ grill made of S.S. flats, hollow S.S. pipe or square/ rectangular sections of approved design fixing in stair case, balcony or other places with metal fasteners and stainless steel bolts etc complete. SS Grade 204

Stair Railing 1 Lump sum 75.00 Kg 467.00 /Kg 35025.00

[27] 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.

Total Rs 1674577.00

Add for 9% for Electrification Charge Rs 150712.00

Total Rs 1825289.00

Add for 3 % for Contengencies Charge Rs 54759.00

Total Rs 1880048.00

( RUPEES : EIGHTEEN LAKHS EIGHTY THOUSAND ONLY )

SUB ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER

C.G.STATE AGRICULTURAL C.G.STATE AGRICULTURAL C.G.STATE AGRICULTURAL

MARKETING BOARD BILASPUR MARKETING BOARD BILASPUR MARKETING BOARD BILASPUR

DISTT. - BILASPUR (C.G.) DISTT. - BILASPUR (C.G.) DISTT. - BILASPUR (C.G.)

OFFICE OF THE JOINT DIRECTOR C.G. STATE AGRICULTURAL MARKETING (MANDI) BOARD DIVISION BILASPUR

DETAILED ESTIMATE FOR PROPOSED CONSTRUCTION OF 08 NOS. SHOPS AT VIDHAN SABHA - BILHA, GRAM PANCHAYAT - PATTHARKHAN (IN FRONT OF ADIWASI COMMUNITY CENTER) BLOCK- BILHA, DISTRICT - BILASPUR (C.G)

SCHEDULE OF RATES FOLLOWS :

C.G.P.W.D. BUILDING WORKS S.O.R. WITH EFFECT FROM DATE 01.01.2015

C.G.P.W.D. ELECTRICAL WORKS S.O.R. WITH EFFECT FROM DATE 01.07.2015

S.No. Particulars Item of work No. Measurents Quantity Unit Rate Unit Amount

[01] 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).

[02] 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.

For Foundation of Column 24 1.50 1.50 1.50 81.00 Cum 185.00 /Cum 14985.00

[03] 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.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

For Foundation of Column 24 1.50 1.50 0.15 8.10 Cum

For Front Steps 1 16.45 1.80 0.10 2.96 Cum

[04] 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).

(A) Foundation and Plinth:

For Column Footing 24 1.20 1.20 0.30 10.37 Cum

For Column upto G.B. 24 0.20 0.30 0.95 1.37 Cum

For Ground Beam 1x3 16.45 0.20 0.30 2.96 Cum

For Column Above G.B. 18 0.20 0.30 0.60 0.65 Cum

For Plinth Beam 1x3 16.45 0.20 0.20 1.97 Cum

(B) Superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

For Column upto L.B. 18 0.20 0.30 2.40 2.59 Cum

For Linlet Beam 1x3 16.45 0.20 0.30 2.96 Cum

For Chhujja 1 17.65 0.60 0.10 1.06 Cum

For Column above L.B. 24 0.20 0.30 0.75 1.08 Cum

For Slab Beam 1x3 16.45 0.20 0.20 1.97 Cum

For Column above slab 24 0.20 0.30 0.90 1.29 Cum

For Staircase 2 3.85 1.40 0.10 1.08 Cum

For Column 2x2 0.20 0.30 1.20 0.28 Cum

[05] 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:Thermo-Mechanically treated bars FE 415

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

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

For Column Footing 24x4 1.20 - 0.30 34.56 Sqm

For Column upto G.B. 24 2(0.20+0.30) 0.95 22.80 Sqm

For Ground Beam

Inner Surface 5 2(3.05+2.30) 0.30 16.05 Sqm

Outer Surface 1x2 (16.45+7.30) 0.30 14.25 Sqm

For Column above G.B. 18 2(0.20+0.30) 0.60 10.80 Sqm

For Plinth Beam

Inner Surface 5 2(3.05+2.30) 0.20 10.70 Sqm

Outer Surface 1x2 (16.45+7.30) 0.20 9.50 Sqm

(b) Columns, Pillars, Piers and likes- rectangular or square in shape

For Column upto L.B. 18 2(0.20+0.30) 2.40 43.20 Sqm

For Column above L.B. 24 2(0.20+0.30) 0.75 18.00 Sqm

For Column above slab 24 2(0.20+0.30) 0.90 21.60 Sqm

(c) Beams, lintels, cantilevers & walls

For Linlet Beam

Inner Surface 5 2(3.05+4.30) 0.30 22.05 Sqm

Outer Surface 2 (16.45+7.30) 0.30 14.25 Sqm

Bottom of Beam 5 3.05 0.20 - 3.05 Sqm

Inner Surface 5 2(3.05+4.40) 0.30 22.35 Sqm

Outer Surface 2 (16.45+7.30) 0.30 14.25 Sqm

For Staircase 1 2(3.05+4.40) 0.20 2.98 Sqm

(d) Weather shade, chhajja, Cornices and mouldings

For Chhujja 1 17.65 0.60 - 10.59 Sqm

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

For Slab 4 3.05 4.40 - 53.68 Sqm

(f) Stair cases of all types excluding spiral and folded plate type, including risers and landings

Total 14.60 Sqm 230.00 /Sqm 3358.00

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

(A) Foundation and plinth

For Below Ground Beam 3x5 3.05 0.20 0.10 0.92 Cum

Above Ground Beam 3x5 3.05 0.20 0.60 5.49 Cum

Front Steps 1 16.45 1.50 0.15 3.70 Cum

(B) Superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth

Wall upto Lintel Beam 3x5 3.05 0.20 2.40 21.96 Cum

Wall Above Lintel Beam 3x5 3.05 0.20 0.75 6.86 Cum

Parapet wall 2x5 3.05 0.20 0.90 5.49 Cum

Deduction for Opening

[08] 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.

Trenches of Foundation

Total Qty. of excavation From item No.2 81.00 Cum

Deduction for P.C.C. From item No.3 -8.10 Cum

Deduction fo R.C.C. From item No.4 -13.47 Cum

Under Floor Filling

For Verandah 5 3.05 2.30 0.90 31.57 Cum

[09] 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

[10] Providing and fixing 27.5cm long wire spring for rolling shutters.

[11] Providing and fixing ball bearing for rolling shutters.

[12] Providing and fixing M.S. sheet top cover for rolling shutter. 1.25mm thick.

[13] 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.

[14] 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.

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

For Ceiling Area

For Slab 4 3.05 4.40 - 53.68 Sqm

Bottom of Beam 10 3.05 0.20 - 6.10 Sqm

For Chhujja 1 17.65 0.60 - 10.59 Sqm

Total 160.37 Sqm 87.00 /Sqm 13952.00

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

For Inner surface

Deduction for Opening

Total 299.29 Sqm 96.50 /Sqm 28881.00

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

For Outer surface 2 (16.45+7.30) 5.75 273.13 Sqm

Deduction 1 16.45 - 2.55 -41.95 Sqm

[18] 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.

Total 125.29 Sqm 34.00 /Sqm 4260.00

[19] Providing and laying vitrified floor tiles with double charge/ multi charge printing with water absorption less than 0.5% and conforming to IS : 15622 of approved make in all colours and shades and size mentioned below (+/- 10mm), 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.Size 600x600mm

For Shops 5 3.05 4.60 - 70.15 Sqm

Verandah 1 16.45 2.50 - 41.13 Sqm

Deduction for Column 6 0.20 0.30 - -0.36 Sqm

[20] Providing and laying rectified ceramic glazed floor tiles of size 300x300mm and above conforming to IS : 15622 of approved make,colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.Size 300x300mm

Front Steps 1 16.45 2.55 - 41.95 Sqm

Total 80.13 Sqm 858.00 /Sqm 68751.00

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

Ceiling = 160.37 Sqm.

Inner Surface = 299.29 Sqm

Outer Surface Area = 267.47 Sqm.

Total Area = 727.13 Sqm.

Ceiling and Inner Surface Plaster Area 727.13 Sqm. 23.00 /Sqm. 16724.00

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

Total 98.06 Sqm. 55.00 /Sqm. 5393.00

[23] 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.

Ceiling = 160.37 Sqm.

Inner Surface = 299.29 Sqm

Outer Surface Area = 267.47 Sqm.

Total Area = 727.13 Sqm.

Ceiling and Inner Surface Plaster Area 727.13 Sqm 94.50 /Sqm 68714.00

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

Ceiling = 160.37 Sqm.

Inner Surface = 299.29 Sqm

Total Area = 459.66 Sqm.

Ceiling and Inner Surface Plaster Area 459.66 Sqm 44.50 /Sqm 20455.00

[25] Painting exterior surface with PREMIUM 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)

Outer Surface Area = 267.47 Sqm. Outer Surface Area 267.47 Sqm 74.50 /Sqm 19926.00

[26] Providing stainless steel railing/ grill made of S.S. flats, hollow S.S. pipe or square/ rectangular sections of approved design fixing in stair case, balcony or other places with metal fasteners and stainless steel bolts etc complete. SS Grade 204

Stair Railing 1 Lump sum 75.00 Kg 467.00 /Kg 35025.00

[27] 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.

Total Rs 1674577.00

Add for 9% for Electrification Charge Rs 150712.00

Total Cost of 04 Nos. Shop Rs 1825289.00

Hence Total of Cost of 08 Nos. Shop Rs 3650578.00

Add for 3 % for Contengencies Charge Rs 109517.00

Total Rs 3760095.00

( RUPEES : THIRTY SEVEN LAKHS SIXTY THOUSAND ONLY )

SUB ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER

C.G.STATE AGRICULTURAL C.G.STATE AGRICULTURAL C.G.STATE AGRICULTURAL

MARKETING BOARD BILASPUR MARKETING BOARD BILASPUR MARKETING BOARD BILASPUR

DISTT. - BILASPUR (C.G.) DISTT. - BILASPUR (C.G.) DISTT. - BILASPUR (C.G.)