Sr.no/B6/mandi charama/53-1/25-26/9191/raipur/16.03.2026

OFFICE OF THE JOINT DIRECTOR C.G. STATE AGRICULTURE MARKETING ( MANDI ) BOARD- JAGDALPUR

DETAIL ESTIMATE FOR CONSTRUCTION OF OFFICE BUILDING AT MAIN MANDI YARD - CHARAMA , APMC- CHARAMA , DISTT.- UTTAR BASTAR KANKER ( C.G.)

Rates :- Based on SOR of C.G. PWD Building Works SOR 01.01.2015 & Electricals Works With Effect From 01-07-2015 & Ammended up to date Cost Rs. In Lacs 49.94

S.No. Particular of work No. L. B./H. D./T. Quantity Unit 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). As per SOR Item No. 1.2 page 9 .

Office building 1 30.00 25.00 - 750.00

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. As per SOR Item No. 1.1.1 page 9 .

For Sepic Tank 1 3.60 2.40 1.80 15.55

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

All types of soils

For Sepic Tank 1 3.60 2.40 0.30 2.59

4 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). As per SOR Item No. 3.1.2 page 22

For Column Pits 49 1.80 1.80 0.15 23.81

For Septic Tank 1 3.65 2.50 0.15 1.37

For Plinth Projection 1 95.40 0.30 0.10 2.86

For Rooms Plinth

secretary room 1 4.80 3.60 0.10 1.73

secretary toilet 1 1.60 2.40 0.10 0.38

record room 1 5.50 3.60 0.10 1.98

5 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. As per SOR Item No. 3.2.1 page 23

For Column up to Ground Level

For Column up to Plinth Level

For Septic Tank Slab 1 3.40 2.20 0.12 0.90

6 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.3.4 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: As per SOR Item No. 3.2.1+3.4 page 23

Column up to Plinth to lintal Level

For Lintel Beam 1 109.00 0.20 0.30 6.54

column ofset C3 12 0.30 0.10 0.30 0.11

open area chhajja 2 3.00 0.60 0.10 0.36

Pentary Plateform 1 8.15 0.60 0.10 0.49

Column up to lintal Level to slab beam

column ofset C3 12 0.30 0.10 0.30 0.11

deduct open area 1 2.60 5.60 0.12 -1.75

Column up to g.f. to f.f. tower , record room , store up to lintal

For Lintel Beam f.f .

Column up to g.f. to f.f. tower , record room , store lintal to slab

7 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 As per SOR Item No. 3.12.1 page 24

8 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.

Window Wall Sill g.f 1 109.00 0.20 0.05 1.09

Window Wall Sill f .f 1 12.70 0.20 0.05 0.13

9 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.As per SOR Item No. 1.18 page 12

For Column Pits 49 1.80 1.80 1.80 285.77

Deduction For PCC -23.81

RCC COLUMN -37.73

secretary room 1 4.80 3.60 0.90 15.55

secretary toilet 1 1.60 2.40 0.90 3.46

For Septic Tank 1 3.65 2.50 0.15 1.37

10 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level. As per SOR Item No. 2.1.1 page 16

For Footing 49 4 1.50 0.40 117.60

gorumd beam x 1 2 109.00 0.40 87.20

For Septic Tank Beam Buffle Wall 3 2.10 0.20 1.26

For Septic Tank Slab 1 11.20 0.13 0.13 1.40

For Column Up to Plinth

11 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Columns, Pillars, Piers and likes- rectangular or square in shape . As per SOR Item No. 2.1.5 page 16

Column up to Lintal g.f.

Column up to g.f. slab

Column g.f. to f.f. Lintal

Column f.f. Lintal to Slab f.f

12 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:Window sills, anchor blocks, string course, bends, copings, bed plates and like.

13 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:2.1.8 Beams, lintels, cantilevers & walls

Lintal beam g.f 1 2 109.00 0.30 65.40

Lintal beam f.f. 1 2 17.70 0.30 10.62

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

open area chhajja 2 3.00 0.60 - 3.60

15 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:2.1.15 Stair cases of all types excluding spiral and folded plate type, including risers and landings

16 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

oic toilet 1 3.30 1.70 - 5.61

secretary room 1 4.80 3.60 - 17.28

secretary toilet 1 1.60 2.40 - 3.84

record room 1 5.50 3.60 - 19.80

17 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in: As per SOR Item No. 7.5.4 page 45

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

up to plinth & soling 0.10+0.60

18 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: As per SOR Item No. 7.5.4 page 45Extra for brick work in superstructure above plinth level for every floor orpart thereof in addition to rate for foundation and plinth: As per SOR Item No. 7.6 page 45

Brick work in superstructure Brick work up to Ground Floor

plinth to lintal 2.20 - 0.10 w. seal

lintal to slab beam

Channel Gate CH 1 2.40 0.20 2.40 -1.15

Ventilator V 20 0.60 0.20 0.40 -0.96

up tp g.f. to f.f. lintal

f.f. lintal to slab

perapet column deduct

Deduction For f.f.

Ventilator V 2 0.60 0.20 0.40 -0.10

19 9.16 Providing and fixing M.S. frames of doors, windows, ventilators and cupboards joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10cm of grade M-10 or with wooden plugs and screws or with dash fastener or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.

.9.16.2 Angle-iron frames

20 8.12 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.

8.12.3 30 mm. thick (single leaf)

21 9.11 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rails of T-iron 40x40x6mm with 38mm steel pulleys complete with bolts, nuts, locking arrangement stoppers, handles including applying a priming coat of red oxide zinc chromate primer.

Channel Gate CH 1 2.40 2.40 5.76

22 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.

Ventilator V 22 0.60 0.40 5.28

23 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.

Door Mommuty D1 1 1.00 2.20 2.20

24 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/

Ventilator V 22 0.60 0.40 5.28

toilet door 4 0.80 2.20 7.04

25 9.61 Providing and fixing aluminium composite panels in approved panel sizes, thickness and shape on aluminium frame work on face of building. (Frame to be paid separately) 9.61.2 4mm thick

Ventilator V 22 0.60 0.40 5.28

toilet door 4 0.80 2.20 7.04

26 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): 9.51.1 With float glass panes of 4 mm thickness 9.58 Extra for providing and fixing tinted glass panes in aluminium door, window, ventilator shutters and partitions instead of float glass. 9.58.1 4 mm thickness 9.51 +9.58

Ventilator V 22 0.60 0.50 0.40 2.64

27 9.44 Providing and fixing “NETLON insect screens” with 25mm wide Hook and loop tape all around to wooden/ aluminium/ steel windows, ventilators and the like complete.

Ventilator V 22 0.60 0.50 0.40 2.64

28 9.57 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. 9.57.1 SS Grade 204

stair railing 1 10.30 0.90 9.27

29 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)

oic toilet 2 3.30 - 3.50 23.10

secretary room 2 4.80 - 3.50 33.60

secretary toilet 2 1.60 - 3.50 11.20

record room 2 5.50 - 3.50 38.50

Deduction For -

Channel Gate CH 1 2.40 - 2.40 -5.76

stair room 1 3.20 - 2.20 -7.04

Deduction For f.f. -

Deduction For g.f. o/o -

Channel Gate CH 1 2.40 - 2.40 -5.76

Deduction For f.f. o/o

as per qty = total qty/2 1658.78

30 Providing and making 12mm thick cement plaster of mix:

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

as pre qty = toatal qty /2 1658.78 0.50 829.3875

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

verandah 1 7.40 3.10 22.94

oic toilet 1 3.30 1.70 5.61

secretary room 1 4.80 3.60 17.28

secretary toilet 1 1.60 2.40 3.84

record room 1 5.50 3.60 19.80

open area chhajja 2 3.00 0.60 - 3.60

32 Providing and applying 2mm thik ready mix exterior grade putty ( Birla wall care, Alltek Superfine W/R of (NCL), J.K. wall putty) on walls to make the surface smooth and even. As per SOR Item No. 14.13 page 133

oic toilet 2 3.30 - 3.50 23.10

secretary room 2 4.80 - 3.50 33.60

secretary toilet 2 1.60 - 3.50 11.20

record room 2 5.50 - 3.50 38.50

Deduction For -

Channel Gate CH 1 2.40 - 2.40 -5.76

stair room 1 3.20 - 2.20 -7.04

Deduction For f.f. -

verandah 1 7.40 3.10 22.94

oic toilet 1 3.30 1.70 5.61

secretary room 1 4.80 3.60 17.28

secretary toilet 1 1.60 2.40 3.84

record room 1 5.50 3.60 19.80

33 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)

as pre qty = putty qty 1377.62

34 14.15 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:

14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

Deduction For g.f. o/o -

Channel Gate CH 1 2.40 - 2.40 -5.76

Deduction For f.f. o/o

open area chhajja 2 3.00 0.60 - 3.60

35 Providing and laying vitrified floor tiles with soluble salt printing of size 600x600mm with water absorption less than 0.5% and conforming to IS : 15622 of approved make laid on 20mm thik C.M. 1:4 including grouting 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 etc. complete:Size 600x600mm

secretary room 1 5.00 3.80 - 19.00

record room 1 5.70 3.80 - 21.66

36 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.

secretary toilet 2 1.60 2.20 7.04

oic toilet 2 3.30 2.20 14.52

37 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 300mmx300mm

secretary toilet 1 1.60 2.40 - 3.84

oic toilet 1 3.30 1.70 - 5.61

38 12.46 15 mm thick Table rubbed polished Granite stone slab in risers and treads of steps skirting dado and pillars laid on 12mm (Average) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry including rubbing and polishing etc. complete (single stone is to be used for risers and treads of steps and width of stone for skirting and dado shall be equal to the height of skirting & dado and length of 1.0 m). 12.46.1 Granite stone grey/pink

steps porch 1 6 3.30 0.33 - 6.53

AS PER SOR Total Rs. 4489047.00

Add for Electrification work 4% Rs 179562.00

Add for Sanitary & water supply work 4% Rs 179562.00

Total Rs. 4848171.00

Add 3% for Contengencies Charges Rs. 145445.00

Total Rs. 4993616.00

Sub Engineer CG State Agriculture Marketing (Mandi) Board JAGDALPUR Assistant Engineer CG State Agriculture Marketing (Mandi) Board JAGDALPUR Executive Engineer CG State Agriculture Marketing (Mandi) Board, JAGDALPUR

OFFICE OF THE JOINT DIRECTOR C.G. STATE AGRICULTURE MARKETING ( MANDI ) BOARD- JAGDALPUR

CONSTRUCTION OF 14 NOS SUNDRY SHOPS (3.50X5.00 ) AT MANDI YARD CHARAMA IN KRISHI UPAJ MANDI SAMITI CHARAMA DISTT:- UTTAR BASTAR KANKER

Rates :- Based on SOR of C.G. PWD Building Works & Electricals Works With Effect From 01-01-2015 & Ammended

FOR 16 NOS SHOPS 40.40

S.n Description of items No. L W H Qty Unit 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 orfor any other purpose including disposal of excavated stuff upto 1.5 m liftand lead upto 50m (at least 5m away from the excavatedarea),includingdressing and leveling of pits.1.1.1 In all types of soils.

3 1.6 Extra for every additional lift of 1.5 m or part thereof. 1.6.1 All types of soils

4 Providing and laying nominal mix plain cement concrete with crushedstone 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 stoneaggregate 40mmnominal size).

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

column footing 40 1.50 1.50 0.40 36.00

column up to g.l. 24 0.30 0.40 1.25 3.60

column up to g.l.to p.l. 24 0.30 0.40 0.80 2.30

column p.l. to lintal 24 0.30 0.40 2.40 6.91

lintal beam l/w 5 26.10 0.20 0.30 7.83

column lintal to slab 24 0.30 0.40 0.70 2.02

chhajja lintel level 2 26.10 0.60 0.10 3.13

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

column p.l. to lintal 24 0.30 0.40 2.40 6.91

lintal beam l/w 5 26.10 0.20 0.30 7.83

column lintal to slab 24 0.30 0.40 0.70 2.02

chhajja lintel level 2 26.10 0.60 0.10 3.13

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

Hence total M20 qty * 100.00kg/cum 1 161.49 100.00 16149.15

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

column Excavation 40 1.80 1.80 1.80 233.28

column footing 40 1.50 1.50 0.40 -36.00

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.

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

column footing 40 4 1.50 0.40 96.00

column up to g.l. 24 1.40 1.25 42.00

column up to g.l.to p.l. 24 1.40 0.80 26.88

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

column up ti lintal 30X40 24 1.40 2.40 80.64

column lintal to slab 24 1.40 0.70 23.52

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

lintal beam l/w 5 2 29.80 0.30 89.40

13 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, for2.2.1.13 Weather shade, chhajja, Cornices and mouldings

chhajja lintel level 2 26.10 0.60 31.32

14 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, for 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

15 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)

deduction column 24 0.30 0.40 0.80 -2.30

16 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming toIS:12894-2002 of class designation 4.0 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sand) Extra for brick work in superstructure above plinth level for every floor orpart thereof in addition to rate for foundation and plinth:

lintel to slab 5 26.10 0.20 0.70 18.27

deduction column 24 0.30 0.40 3.10 -8.93

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

slab projetion 2 26.90 0.20 10.76

chhajja lintel level 2 26.10 0.60 31.32

shops r.s. beam 14 3.50 0.20 9.80

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

up to pl ver. 2 1.90 1.00 3.80

lintal to top 2 1.90 1.00 3.80

toatal plaster of 12 mm total qty/2

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

as per qty 12 mm plaster 638.46 638.46

20 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)

chhajja lintel level 2 26.10 0.60 31.32

shops r.s. beam 14 3.50 0.20 9.80

21 14.15 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: 14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

up to pl ver. 2 1.90 1.20 4.56

lintal to top 2 1.90 1.50 5.70

chhajja lintel level 2 26.10 0.60 31.32

slab projetion 2 26.50 0.20 10.60

22 12.12 Providing and laying vitrified floor tiles with soluble salt printing, of size 600x600mm with water absorption less than 0.5% and conforming to IS : 15622 of approved make, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete.

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 welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer.

24 Supplying and fixing rolling shutter of approved makes made of M.S. lathsinterlocked together through their entire length and jointed together at theend by end locks, mounted on specially designed pipe shaft with brackets,side guides and arrangements for inside and out side locking with pushand pull arrangement complete but excluding the cost of top cover andspring.9.27.1 80x1.25mm M.S. Laths

rolling shutter 14 3.70 2.70 139.86

25 Providing and fixing 27.5cm long wire spring for rolling shutters

rolling shutter 14 3 42.00

26 Providing and fixing M.S. sheet top cover for rolling shutter9.29.1 1.25mm thick

27 Providing and fixing ball bearing for rolling shutters.

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

ADD 4% FOR ELECTRIFICATION 150850.12

TOTAL COST FOR 02 NOS SHOPS :- 3922103.12

Add 3% for contengencies charges 117663.09

SAY LACS , Rs:- 40.40

Sub-Engineer Asstt-Engineer Executive Engineer

C.G. State Agricultural Marketing Board, Raipur (C.G.)

Division Office Jagdalpur (Bastar)

OFFICE OF THE JOINT DIRECTOR C.G. STATE AGRICULTURE MARKETING ( MANDI ) BOARD- JAGDALPUR

ESTIMATE FOR THE CONSTRUCTION OF COVERED SHED IN MANDI YARD CHARAMA , , MANDI AREA-CHARAMA ,DISTT-UTTAR BASTAR KANKER

Size 30.30 x 8.00 M

SOR based on C.G. PWD SOR for building work w.e.f. 01.01.2015 Rs(in Lac)= 15.45

S.NO. DESCRIPTIONS MEASUREMENTS QTY RA BILL No. Unit Rate Amount

Nos. LENGTH WIDTH HEIGHT

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). 7.20 411.60

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 levelling of pits. 185.00 104.98

3 Extra for every additional lift of 1.5 m or part thereof. All types of soils 26.50 17.50

4 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). 2970.00 38.80

5 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 415D 54.50 2586.60

a CAP 01 Col. Footing jali

i Col. jali 10mm # bar dia bothways 10 18 x 20 1.55 0.617 kg/m 344.29 RA 01

Stirrups 8mm# bar 8 18 x 16 1.10 0.395 kg/m 125.14 RA 01

ii CAP 01 Ground beam

L/w M/bar 12mm# Top bar 12 2 x 2 30.10 0.888 kg/m 106.92 RA 01

12mm# Bottom bar 12 2 x 3 30.10 0.888 kg/m 160.37 RA 01

S/w M/bar 12mm# Top bar 12 2 x 2 8.25 0.888 kg/m 29.30 RA 01

12mm# Bottom bar 12 2 x 3 8.25 0.888 kg/m 43.96 RA 01

Qty of RCC 90% 2586.60 kg/m 2586.60 RA 01

6 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). 4163.00 28.74

i L/w Col. Sq.Footing 2 x 9 1.50 1.50 0.40 16.20 RA 01

7 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level. Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level. 139.00 97.70

i Col. Sq.Footing L/w 18 x 4 1.50 ‐ 0.40 43.20 RA 01

Col. Upto Top 2 x 9 0.40 ‐ 0.40 2.88 RA 01

8 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. 371.00 178.11

a Trench Filling RA 01

i CAP 104.98 RA 01

(-) Deduct RCC Sq.Footing L/w 2 x 9 1.50 1.50 0.40 -16.20 RA 01

Col.upto Top L/w 2 x 9 0.40 0.40 1.30 -3.74 RA 01

Under floor L/w 1 x 1 29.70 7.40 0.60 131.87 RA 01

9 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:t 7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand) 3263.00 9.05

Base Plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Foundation Plate 12mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

ii Principal rafter 76.1 odl 76.1 0 x 0 0.00 0.000 0.0761 0.00 RA 01

iv Bottom Runner 76.1 odl 76.1 0 x 0 0.00 0.000 0.0761 0.00 RA 01

iii Gusset Plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Bearing plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Joint Plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Purlin cleat 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

Runner cleat 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

Purlin plate 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

End Purlin plate 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

10 11.2 Providing and making 12mm thick cement plaster of mix:11.2.3 In Cement Mortar 1:5 (1 cement : 5 fine sand) 96.50 61.28

Base Plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Foundation Plate 12mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

ii Principal rafter 76.1 odl 76.1 0 x 0 0.00 0.000 0.0761 0.00 RA 01

iv Bottom Runner 76.1 odl 76.1 0 x 0 0.00 0.000 0.0761 0.00 RA 01

iii Gusset Plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Bearing plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Joint Plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Purlin cleat 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

Runner cleat 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

Purlin plate 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

End Purlin plate 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

i plaster RA 01

11 14.15 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: 14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 56.00 61.28

Base Plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Foundation Plate 12mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

ii Principal rafter 76.1 odl 76.1 0 x 0 0.00 0.000 0.0761 0.00 RA 01

iv Bottom Runner 76.1 odl 76.1 0 x 0 0.00 0.000 0.0761 0.00 RA 01

iii Gusset Plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Bearing plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Joint Plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Purlin cleat 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

Runner cleat 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

Purlin plate 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

End Purlin plate 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

12 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.Electric resistance or induction butt welded tubes Grade-250 88.50 5332.80

Foundation Plate 10mm th. 10.0 0 x 5 0.40 0.400 78.50 0.00 RA 01

Foundation bolt 20mm dia 20.0 0 x 4 0.90 2.460 Kg/m 0.00 RA 01

ii Principal rafter 60.3 odl 60.3 0 x 2 5.93 4.080 Kg/m 0.00 RA 01

Tie Rafter 60.3odl 60.3 0 x 2 5.48 4.080 Kg/m 0.00 RA 01

iii Gusset Plate 10mm th. 10.0 0 x 2 0.30 0.180 78.50 0.00 RA 01

Bearing plate 10mm th. 10.0 0 x 2 0.30 0.350 78.50 0.00 RA 01

Purlin cleat 6mm th. 6.0 0 x 10 0.15 0.075 47.10 0.00 RA 01

Runner cleat 6mm th. 6.0 0 x 2 0.15 0.050 47.10 0.00 RA 01

Purlin plate 6mm th. 6.0 0 x 2 0.15 0.075 47.10 0.00 RA 01

v End Purlin 60.3 odl 60.3 0 x 10 0.63 4.080 Kg/m 0.00 RA 01

End Purlin plate 6mm th. 6.0 0 x 1 0.15 0.075 47.10 0.00 RA 01

vi Bottom Runner 42.4 odl 42.4 0 x 4 3.73 2.540 Kg/m 0.00 RA 01

vii Holding down nut& bolts for joint plate 0 x 4 ‐ 0.340 kg/each 0.00 RA 01

Purlin nut bolts 0 x 10 ‐ 0.210 kg/each 0.00 RA 01

B/R nut bolts 0 x 10 ‐ 0.210 kg/each 0.00 RA 01

13 10.11 Supply and fixing of precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 636.00 552.17

Triangular portion 1 x 1 8.00 ‐ 1.30 10.37 RA 01

14 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete :Crimp curve 624.00 31.50

15 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 66.00 369.20

16 Painting on new work (two or more coats) to give an even shade with: Satin synthetic enamel paint 55.00 130.00

Base Plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Foundation Plate 12mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

ii Principal rafter 76.1 odl 76.1 0 x 0 0.00 0.000 0.0761 0.00 RA 01

iv Bottom Runner 76.1 odl 76.1 0 x 0 0.00 0.000 0.0761 0.00 RA 01

iii Gusset Plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Bearing plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Joint Plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Purlin cleat 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

Runner cleat 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

Purlin plate 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

End Purlin plate 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

Lump sum 130.00 RA 01

17 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) 4073.00 24.24

i Flooring RA 01

18 Extra for providing and fixing 4mm thick glass strip in joints of Terrazo floor/ cement concrete floor or like.60 mm wide 25.00 391.49

Total Cost Rs 1500058.00

Contingency 3% 45002.00

Grand Total Cost 1545060.00

Say Rupees( In Lacs) 15.45

Sub Engineer Assistant Engineer Executive Engineer

C.G. STATE AGRICULTURE MARKETING (MANDI ) BOARD,Division office Jagdalpur

OFFICE OF THE C.G. STATE AGRICULTURE MARKETING (MANDI) BOARD JAGDALPUR

ESTIMATE FOR THE CONSTRUCTION OF COVERED SHED IN MANDI YARD CHARAMA , , MANDI AREA-CHARAMA ,DISTT-UTTAR BASTAR KANKER

Size 30.40 x 20.40 M

SOR based on C.G. PWD SOR for building work w.e.f. 01.01.2015 Rs(in Lac)= 34.42

S.NO. DESCRIPTIONS MEASUREMENTS QTY RA BILL No. Unit Rate Amount

Nos. LENGTH WIDTH HEIGHT

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). 7.20 839.36

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 levelling of pits. 185.00 116.64

3 Extra for every additional lift of 1.5 m or part thereof. All types of soils 26.50 19.44

4 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). 2970.00 93.50

5 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 415D 54.50 3607.20

a CAP 01 Col. Footing jali

i Col. jali 10mm # bar dia bothways 10 20 x 20 1.55 0.617 kg/m 382.54 RA 01

Stirrups 8mm# bar 8 20 x 16 1.10 0.395 kg/m 139.04 RA 01

ii CAP 01 Ground beam

L/w M/bar 12mm# Top bar 12 2 x 2 30.20 0.888 kg/m 107.27 RA 01

12mm# Bottom bar 12 2 x 3 30.20 0.888 kg/m 160.91 RA 01

S/w M/bar 12mm# Top bar 12 2 x 2 20.65 0.888 kg/m 73.35 RA 01

12mm# Bottom bar 12 2 x 3 20.65 0.888 kg/m 110.02 RA 01

Qty of RCC 90% 3607.20 kg/m 3607.20 RA 01

6 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). 4163.00 40.08

i L/w Col. Sq.Footing 2 x 10 1.50 1.50 0.40 18.00 RA 01

7 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level. Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level. 139.00 110.32

i Col. Sq.Footing L/w 20 x 4 1.50 ‐ 0.40 48.00 RA 01

Col. Upto Top 2 x 10 0.40 ‐ 0.40 3.20 RA 01

8 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. 371.00 407.09

a Trench Filling RA 01

i CAP 116.64 RA 01

(-) Deduct RCC Sq.Footing L/w 2 x 10 1.50 1.50 0.40 -18.00 RA 01

Col.upto Top L/w 2 x 10 0.40 0.40 1.30 -4.16 RA 01

9 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:t 7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand) 3263.00 7.30

Base Plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Foundation Plate 12mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

ii Principal rafter 76.1 odl 76.1 0 x 0 0.00 0.000 0.0761 0.00 RA 01

iv Bottom Runner 76.1 odl 76.1 0 x 0 0.00 0.000 0.0761 0.00 RA 01

iii Gusset Plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Bearing plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Joint Plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Purlin cleat 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

Runner cleat 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

Purlin plate 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

End Purlin plate 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

10 11.2 Providing and making 12mm thick cement plaster of mix:11.2.3 In Cement Mortar 1:5 (1 cement : 5 fine sand) 96.50 81.28

Base Plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Foundation Plate 12mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

ii Principal rafter 76.1 odl 76.1 0 x 0 0.00 0.000 0.0761 0.00 RA 01

iv Bottom Runner 76.1 odl 76.1 0 x 0 0.00 0.000 0.0761 0.00 RA 01

iii Gusset Plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Bearing plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Joint Plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Purlin cleat 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

Runner cleat 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

Purlin plate 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

End Purlin plate 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

i plaster RA 01

11 14.15 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with: 14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 56.00 81.28

Base Plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Foundation Plate 12mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

ii Principal rafter 76.1 odl 76.1 0 x 0 0.00 0.000 0.0761 0.00 RA 01

iv Bottom Runner 76.1 odl 76.1 0 x 0 0.00 0.000 0.0761 0.00 RA 01

iii Gusset Plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Bearing plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Joint Plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Purlin cleat 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

Runner cleat 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

Purlin plate 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

End Purlin plate 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

12 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.Electric resistance or induction butt welded tubes Grade-250 88.50 13643.52

Foundation Plate 10mm th. 10.0 0 x 5 0.40 0.400 78.50 0.00 RA 01

Foundation bolt 20mm dia 20.0 0 x 4 0.90 2.460 Kg/m 0.00 RA 01

ii Principal rafter 60.3 odl 60.3 0 x 2 5.93 4.080 Kg/m 0.00 RA 01

Tie Rafter 60.3odl 60.3 0 x 2 5.48 4.080 Kg/m 0.00 RA 01

iii Gusset Plate 10mm th. 10.0 0 x 2 0.30 0.180 78.50 0.00 RA 01

Bearing plate 10mm th. 10.0 0 x 2 0.30 0.350 78.50 0.00 RA 01

Purlin cleat 6mm th. 6.0 0 x 10 0.15 0.075 47.10 0.00 RA 01

Runner cleat 6mm th. 6.0 0 x 2 0.15 0.050 47.10 0.00 RA 01

Purlin plate 6mm th. 6.0 0 x 2 0.15 0.075 47.10 0.00 RA 01

v End Purlin 60.3 odl 60.3 0 x 10 0.63 4.080 Kg/m 0.00 RA 01

End Purlin plate 6mm th. 6.0 0 x 1 0.15 0.075 47.10 0.00 RA 01

vi Bottom Runner 42.4 odl 42.4 0 x 4 3.73 2.540 Kg/m 0.00 RA 01

vii Holding down nut& bolts for joint plate 0 x 4 ‐ 0.340 kg/each 0.00 RA 01

Purlin nut bolts 0 x 10 ‐ 0.210 kg/each 0.00 RA 01

B/R nut bolts 0 x 10 ‐ 0.210 kg/each 0.00 RA 01

13 10.11 Supply and fixing of precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 636.00 1394.62

Triangular portion 1 x 1 20.40 ‐ 3.30 67.42 RA 01

14 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm +/- 5% total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete :Crimp curve 624.00 31.60

15 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 66.00 434.72

16 Painting on new work (two or more coats) to give an even shade with: Satin synthetic enamel paint 55.00 190.00

Base Plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Foundation Plate 12mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

ii Principal rafter 76.1 odl 76.1 0 x 0 0.00 0.000 0.0761 0.00 RA 01

iv Bottom Runner 76.1 odl 76.1 0 x 0 0.00 0.000 0.0761 0.00 RA 01

iii Gusset Plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Bearing plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Joint Plate 10mm th. 10.0 0 x 0 0.00 0.000 0.00 RA 01

Purlin cleat 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

Runner cleat 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

Purlin plate 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

End Purlin plate 6mm th. 6.0 0 x 0 0.00 0.000 0.00 RA 01

Lump sum 190.00 RA 01

17 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) 4073.00 74.18

i Flooring RA 01

18 Extra for providing and fixing 4mm thick glass strip in joints of Terrazo floor/ cement concrete floor or like.60 mm wide 25.00 569.16

Total Cost Rs 3341510.00

Contingency 3% 100245.00

Grand Total Cost 3441755.00

Say Rupees( In Lacs) 34.42

Sub Engineer Assistant Engineer Executive Engineer

C.G. STATE AGRICULTURE MARKETING (MANDI ) BOARD,Division office Jagdalpur