Sr no/b6/bilaspur mandi/31-1/2026-27/2894/raipur/18.08.2026

DETAILED ESTIMATE OF CONSTRUCTION OF PROPOSED KISAN SANSKRITIK MANCH AT KRISHI UPAJ MANDI SAMITI, BILHA, DISTT.- BILSAPUR.(CHHATTISGARH)

BASED ON C.G. P.W.D. S.O.R.- SCHEDULE OF RATES FOR BUILDING WORKS FOR PUBLIC WORKS DEPARTMENT IN FORCE FROM 01-01-2015 & ELECTRIFICATION WORK EFFECT FROM 01.07.2015

S. No. PARTICULARS UNIT QTY RATE AMOUNT

1 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).

2 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 soil

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

In all types of soil

3 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.

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

4 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.

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

Extra for laying PCC/RCC of any grade in super structure above plinth level for every floor or part thereof in addition to rate for foundation and plinth.

For Ground Floor Cum 44.03 97.50 4292.69

For First Floor Cum 0.34 195.00 65.52

5 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

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

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

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

* Beams, lintels, cantilevers & walls

* Weather shade, chhajja, Cornices and Mouldings

6 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:

Thermo-Mechanically treated bars FE415

7 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.

8 Carriage by mechanical transport for 5 km lead:

9 Brick work with modular fly- ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

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

10 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 Applying a coat of hot bitumen 30/40 using @ 1.7kg/ sqm on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.

12 Brick work with modular fly- ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 in foundation and plinth in:

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

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

Ground Floor Cum 27.41 3384.00 92755.44

First Floor Cum 1.70 3505.00 5958.50

13 Half brick thick brick masonry with fly-ash lime bricks (FalG Bricks) confirming to IS:12894-2002 of class designation 40 upto plinth level

Cement Mortar 1:4 (1 cement : 4 coarse sand)

Extra for brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level

Ground Floor Sqm 10.89 393.00 4279.77

14 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of form work.

1:2:4 (1cement :2 coursed sand : 4 graded stone aggregate 20mm nominal size )

15 Providing and fixing in position doors, windows and ventilators frames made of cold rolled pressed steel sheet framed profiles made from commercial M.S. Sheets conforming to I.S. 513 of 1973 and as per general specifications of I.S 4351 including hinges jamb, lock jamb, steel butt hinges, base tie, joints mitred and welded with 10cm long legs of size 15x3mm M.S. flat, embedded in cement concrete blocks 15x10x10cm size of grade M-10 or rawl plugs and screws or with fixing clips or with bolts and nuts including neatly compacted filling M-10 cement concrete in profile section applying a priming coat of red oxide zinc chromate primer.

Single rebate 100mmx50mm size, 1.25 mm thick sheet.

16 Providing and fixing flush door shutters, conforming to IS 2202 (Part 1), 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.

35 mm. thick (single leaf)

17 Providing and fixing S.S. finished brass sliding door bolt with necessary bolts, nuts and S.S. finished MS screws complete:

18 Providing and fixing S.S. finished brass door latch with necessary S.S. finished MS screws complete:

19 Providing and fixing S.S. finished brass handle with necessary S.S. finished MS screws complete:

20 Providing and fixing 150mm S.S. finished brass floor door stoppers with rubber cushion with necessary S.S. finished MS screws to suit thickness of shutters.

21 Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (main section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/ floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing and panelling to be paid for separately

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).

Extra for polyester powder coated (minimum 50 micron) aluminium sections instead of anodized.

22 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):

With float glass panes of 4 mm thickness

23 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 of red oxide zinc chromate primer..

24 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.

25 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.

26 6mm thick cement plaster of mix:

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

27 12mm thick cement plaster of mix:

In Cement Mortar 1:5 (1 cement : 5 fine sand)

28 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)

29 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

Size upto 200x300 mm

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

Size 300x300 mm

31 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:

32 KOTA stone slab 25mm thick in risers and treads of steps, skirting dado and pillar laid in 12mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. (single stone is to be used for riser and treads of steps and the width of stone for skirting and dado shall be equal to the height of skirting/ dado with a minimum length of 1.0 M.)

33 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.

34 15 mm thick Granite work (machine cut, table rubbed & polished) for kitchen platform, vanity counters, window sills and similar locations of required size laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand ) including joints treated with white cement mixed with matching pigment including rubbing and polishing to edge moulding to give high gloss finish.

Granite Stone Black

35 Extra for fixing marble/granite stone in facia and drops of width upto 150 mm with epoxy resin based adhesive instead of cement mortar including cleaning etc. complete.

36 Extra for making opening of required size & shape for wash basins / kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/Stone work including making necessary holes for pillar taps etc. including rubbing and polishing of cut edges etc. complete.

37 Extra for providing edge moulding to 15 mm thick stone counters, vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.

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

39 Providing and applying 2 mm 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.

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

Satin synthetic enamel paint

41 Wall painting with acrylic premium emulsion (plastic) paint (2nd top most approved branded quality) to give an even shade.

On new work (Two or more coats)

42 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)

Total 1835590.31

Add 9% for Electrification work 165203.13

Add 6% for Water Supply & Sanitary work 110135.42

Total 2110928.86

Sub Engineer Assistant Engineer Executive Engineer

C.G State Agrucultural Marketing Board Division Bilaspur

OFFICE OF THE C.G. STATE AGRICULTURAL MARKETING BOARD DIVISION OFFICE - BILASPUR (C.G.)

CONSTRUCTION OF WEIGH BRIDGE AND ROOM AT SUB MANDI YARD KESHLA UNDER A.P.M.C.BILASPUR BLOCK-BILHA DISTT-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 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).

For Weighbridge 1 18.00 6.10 _ 109.80

[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.

Column Foundation 4 1.50 1.50 1.50 13.50

Front Steps 1 1.50 1.00 0.20 0.30

For Weighbridge 1 16.00 4.10 1.00 65.60

[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).

Column Foundation 4 1.50 1.50 0.15 1.35

Front Steps 1 1.50 1.00 0.10 0.15

[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).

Column Footing 4 1.20 1.20 0.30 1.73

Column upto G.B.L. 4 0.20 0.30 0.95 0.23

Ground Beam 2 3.00 0.20 0.30 0.36

Column upto P.L. 4 0.20 0.30 0.30 0.07

Window Chajja 1 1.50 0.60 0.10 0.09

Door Chajja 1 1.50 0.60 0.10 0.09

For Weighbridge

Column Footing 6 1.50 1.50 0.50 6.75

Ground Beam 2x2 6.50 0.50 0.50 6.50

Column upto G.B.L. 6 0.60 0.60 0.50 1.08

Column Above G.L. 6 0.60 0.60 0.50 1.08

[05] Extra for laying PCC/RCC of any grade in super structure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

Column above P.L. 4 0.20 0.30 2.40 0.58

Lintel Beam 2 3.00 0.20 0.20 0.24

Column upto slab 4 0.20 0.30 0.85 0.20

Column above Slab 4 0.20 0.30 0.90 0.22

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

Qty. taken from Item No. 4+5 23.70x150Kg/Cum 3555.00 Kg 54.50 193747.50

[07] 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.

Column Footing 4x4 1.20 - 0.30 5.76

Column upto G.B.L. 4x2 (0.20+0.30) 0.95 3.80

Inner Surface 1x2 (2.60+2.10) 0.30 2.82

Outer Surface 1x2 (3.0+2.50) 0.30 3.30

Column above G.B. 4x2 (0.20+0.30) 0.30 2.90

For Weighbridge

Column Footing 6x4 1.50 - 0.50 18.00

Column upto G.L. 6x4 0.60 - 0.50 7.20

Column Above G.L. 6x4 0.60 - 0.50 7.20

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

Column above P.L. 4x2 (0.20+0.30) 2.40 9.60 Sqm

Column above L.B. 4x2 (0.20+0.30) 0.85 3.40 Sqm

Column above Slab 4x2 (0.20+0.30) 0.90 3.60 Sqm

(c) Beams, lintels, cantilevers & walls

Inner Surface 1x2 (2.60+2.10) 0.20 1.88

Outer Surface 1x2 (3.0+2.50) 0.20 2.20

Inner Surface 1x2 (2.60+2.10) 0.20 1.88

Outer Surface 1x2 (3.0+2.50) 0.20 2.20

(d) Weather shade, chhajja, Cornices and mouldings

Door Chhajja 1 1.50 _ 0.60 0.90

Window Chhajja 1 1.50 _ 0.60 0.90

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

[08] 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).

(a) foundation and plinth

Front Steps 1 1.50 1.20 0.25 0.45

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

Parapet wall 2 2.60 0.20 0.90 0.94

Deduction for opening

[09] 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.

[10] 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.

Back Filling of Foundation

Total Qty. of Excavation 1 - - - 79.40

Deduction of Qty. P.C.C. 1 - - - -17.90

Deduction of Qty. R.C.C. 1 - - - -20.83

Under Floor 1 2.60 2.10 0.85 4.64

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

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

[13] 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)

[14] Providing and fixing M.S. round holding down bolts with nuts, washer and plate in cement concrete complete.

25mm Dia Bar 6x8 1.05 3.85 Kg/m 194.04

12mm Thick Plate 6x2 0.60 0.60 94.20 406.94

[15] Providing and fixing steel door made of angle iron of suitable sizes with M.S. grill of approved pattern made of M.S. flats or square or round bars coat of red oxide zinc chromate primer.

[16] 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.

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

Front Steps 1 2.10 1.95 - 4.10

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

6 mm thick Plaster area 1 - - - 10.33 Sqm

12 mm thick Plaster area 1 - - - 26.59 Sqm

15 mm thick Plaster area 1 - - - 66.25 Sqm

[19] 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)

6 mm thick Plaster area 1 - - - 10.33 Sqm

12 mm thick Plaster area 1 - - - 26.59 Sqm

15 mm thick Plaster area 1 - - - 66.25 Sqm

[20] 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.

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

Total Rs 593148.66

Add 6% for Electrification Charge Rs 35588.92

Total Rs 628737.58

( RUPEES :SIX LACS FOURTY EIGHT THOUSAND ONLY )

SUB ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER

C.G. STATE AGRICULTURAL MARKETING BOARD DIVISION OFFICE - 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 AT SUB MANDI YARD- BILHA, 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

SUB ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER

C.G.STATE AGRICULTURAL MARKETING BOARD BILASPUR