Sr.no/B6/tender/pashu prjnan area/401/26-27/1618/raipur/08.06.2026

C.G.STATE AGRICULTURAL MARKETING BOARD, RAIPUR

ABSTRACT OF ESTIMATE FOR CONSTRUCTION OF RCC POLE & WIRE MESH FENCING FOR GOVERNMENT ANIMAL BREEDING CENTER .CHANDKHURI ,RAIPUR

S.No Particulars nos No L B D/H Qty Unit Rate Amount

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

In all types of soil 590 1 0.5 0.5 0.6

2 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.

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size). 0.5 0.5 0.5 Cum 3552

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

4 Extra for precast PCC/ RCC work of any mix including form work, hoisting and fixing in Cement Mortar. 1:2 (1 Cement : 2 coarse sand) and finishing with cement plaster in Cement Mortar 1:3 (1 Cement : 3 coarse sand) but excluding reinforcement.

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: 3.12.1 Thermo-Mechanically treated bars FE 415

6 Providing and fixing in position chain linked steel wire fabric made of 4 mm dia G.I. wire of required width in mesh to concrete/ wooden/ angle iron posts including securing and screwing with 2mm dia G.I. wire, G.I. staples, G.I.U-nails or steel pins etc., complete.

Aperture 50x50mm 1 1.83 Sqm 331

7 Providing and fixing in position G.I. barbed wire (93.8gram/m) to concrete/ wooden/ angle iron posts (straight or diagonal) including securing and screwing with G.I. tying wire, G.I. stapples, G.I.U-nails or steel pins etc., complete(Cost of posts, struts to be paid for separately)

Add 2% contengencies charges 0.015

Add 2% for supervision charges

Add 10% Anticipated Tender Rate

Say Rs(In Lacs):-

SUB ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER

CG STATE AGRICULTURE MARKETING MANDI BOARD RAIPUR

DIVISION OFFICE RAIPUR

DETAILED ESTIMATE OF PROPOSED ANIMAL SHED FOR GOVERNMENT ANIMAL BREEDING CENTER .CHANDKHURI ,RAIPUR

S.O.R.- Based on C.G. PWD Building Works With Effect From from 01-01-2015 cost RS.(In Lac)

S. No. Description of items Detail Detail of Measurments Quantity Unit Rate Amount

Nos. Length Width Depth

A. FOR ANIMAL SHED

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 area 1 x 1 33 11 -

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 soils. As per SOR Item No. 1.1.1 page 9

foundation 1 x 22 1.8 1.8 1.8

soling l/w 1 x 2 0.3 0.1

deduction of column 1 x 22 1.8 0.3 0.1

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

Foundation 1 x 22 1.8 1.8

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).

Base of Foundation 1 x 22 1.8 1.8 0.1

Inside hall 1 x 1 9 0.15

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. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). As per SOR Item No. 3.1.2 page 24 footing 1 x 22 1.5 1.5 0.3

column upto ground beam 1 x 22 0.3 0.3

ground beam L/w 1 x 2 0.3 0.3

ground beam S/w 1 x 2 9 0.3 0.3

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). As per SOR Item No. 3.1.2 page 24 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. 3.4 page 23 column upto lintel beam 1 x 22 0.3 0.3 2.4

lintel beam L/w 1 x 2 0.3 0.2

lintel beam s/w 1 x 2 9 0.3 0.2

column upto top beam 1 x 22 0.3 0.3 0.5

top beam l/w 1 x 2 0.3 0.3

top beam s/w 1 x 2 9 0.3 0.3

column upto top 1 x 4 0.3 0.3 0.8

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 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, 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 Footing 4 x 22 1.5 0.3

column upto ground beam 4 x 22 0.3 1.4

Ground Beam o/o 1 x 2 32 0.3

9 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing 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 upto lintel beam 4 x 22 0.3 2.4

column upto top beam 4 x 22 0.3 0.5

column upto top 4 x 4 0.3 0.8

10 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Beams, lintels, cantilevers & walls As per SOR Item No. 2.1.8 page 16 Lintel Beam o/o 1 x 2 32 0.2

Top Beam o/o 1 x 2 32 0.3

11 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Weather shade, chhajja, Cornices and mouldings As per SOR Item No. 2.1.13 page 17 chhajja 2 x 1 31.7 0.6

sides 2 x 2 0.6 0.1

12 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) As per SOR Item No. 7.5.4 page 46 soling l/w 1 x 2 0.3 0.1

13 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) As per SOR Item No. 7.5.4 page 46 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: As per SOR Item No. 7.6 page 46 upto lintel beam 1 x 2 0.3 2.4

deduction of column 1 x 22 0.3 0.3 2.4

upto top beam 1 x 2 0.3 0.5

deduction of column 1 x 22 0.3 0.3 0.5

deduction of column 1 x 4 0.3 0.3 0.8

manger 1 x 1 0.2 1.2

14 Half brick thick (9cm) brick masonry with modular well burnt clay bricks of crushing strength not less than 35 kg/sqcm and water absorption not more than 20% upto plinth level: 7.9.1 Cement Mortar 1:3 (1 cement : 3 coarse sand) As per SOR Item No. 7.9.1 page 75 manger 2 x 1 0.45

15 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 11 foundation 1 x 22 1.8 1.8 1.8

Base of Foundation 1 x 22 1.8 1.8 0.1

footing 1 x 22 1.5 1.5 0.3

column upto ground beam 1 x 22 0.3 0.3

hall 1 x 1 9 0.2

16 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) l/w 1 x 2 3.9

17 12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 96 l/w 1 x 2

18 Providing and making 6mm thick cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and a thick coat of lime wash on top of wall when dry for bearing of R.C.C. slab and beam. As per SOR Item No. 11.6 page 104 chhajja 2 x 1 31.7 0.6

sides 2 x 2 0.6 0.1

19 Cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm) finished with a floating coat of neat cement. 75 mm thick As per SOR Item No. 12.3.3 page 111 hall 1 x 1 9 -

20 Neat cement punning As per SOR Item No. 11.5 page 104 manger 2 x 1 31.4 0.55 -

21 Extra for providing and fixing 4mm thick glass strip in joints of Terrazo floor/ cement concrete floor or like. 40 mm wide As per SOR Item No. 12.25.2 page 116 floor 2 x 1 31.4 - -

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. As per SOR Item No. 9.15 page 81 ventilation 2 x 11 2.1 1 15kg /sqm

Gate 01 2 x 1 1.5 2.1 20kg /sqm

23 Providing and fixing approved pipe hand rail by welding to iron railing including applying a priming coat of red oxide zinc chromate primer.G.I. pipe As per SOR Item No. 9.35.3 page 83 76.1 ODL G.I. 3 x 1 88.8 5.71 kg/m

24 Painting on new work (two or more coats) to give an even shade with: Satin synthetic enamel paint As per SOR Item No. 14.22.1 page 135 Lump Sump 100

25 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete. As per SOR Item No. 14.12 page 133 Total Qty of outer plaster area

26 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: 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) As per SOR Item No. 14.15.1 page 133 Total Qty of outer plaster area

27 Finishing walls with water proofing cement paint of required shade to give an even shade. 14.14.1 On new work (Two or more coats applied @ 3.84 kg/10 sqm) As per SOR Item No. 14.11.1 page 134 Total Qty of inner plaster area

28 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 kg/sqm

29 Extra for hoisting trusses and placing in position over height above 5m for every 2.5 m height or part thereof. 1 x 1 32 9.6 15 kg

30 Supply and fixing of polymer precoated galvalume profile sheets (PPGL) of approved size, shape and pitch of corrugation, total coated thickness (TCT) 0.60 mm +/- 5%, epoxy primer on both side of the sheet and colour polyester top coat 18-20 microns and 6-7 microns on bottom. 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. Extra for working height above 6 metre for fixing GI/ profile/ PVC/ polycarbonate sheet for every additional height of 1 metre of part thereof.

31 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 :Ridges plain (500-600mm)

32 Extra for providing and fixing wind ties of 40x6mm flat iron section.

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

Total for 1 no. of animal shed Rs.

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 area 1 x 1 5 5 -

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 soils. As per SOR Item No. 1.1.1 page 9

foundation 2 x 1 1.8 1.8 1.8

soling l/w 1 x 2 4.2 0.3 0.1

deduction of column 2 x 1 1.8 0.3 0.1

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

Foundation 2 x 1 1.8 1.8

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).

Base of Foundation 2 x 1 1.8 1.8 0.1

Inside hall 2 x 1 4 4 0.15

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. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). As per SOR Item No. 3.1.2 page 24 footing 2 x 1 1.5 1.5 0.3

column upto ground beam 2 x 1 0.3 0.3

ground beam L/w 2 x 1 4.2 0.3 0.3

ground beam S/w 1 x 1 4 0.3 0.3

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). As per SOR Item No. 3.1.2 page 24 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. 3.4 page 23 column upto lintel beam 2 x 1 0.3 0.3 2.4

lintel beam L/w 2 x 1 4.2 0.3 0.2

lintel beam s/w 1 x 2 4 0.3 0.2

column upto top beam 2 x 1 0.3 0.3 0.5

top beam l/w 2 x 1 4.2 0.3 0.3

top beam s/w 1 x 1 4 0.3 0.3

column upto top 2 x 1 0.3 0.3 0.8

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 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, 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 Footing 4 x 2 1.5 0.3

column upto ground beam 4 x 2 0.3 1.4

Ground Beam o/o 1 x 2 4.2 0.3

9 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing 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 upto lintel beam 4 x 2 0.3 2.4

column upto top beam 4 x 2 0.3 0.5

column upto top 4 x 2 0.3 0.8

10 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Beams, lintels, cantilevers & walls As per SOR Item No. 2.1.8 page 16 Lintel Beam o/o 1 x 2 4.2 0.2

Top Beam o/o 1 x 2 4.2 0.3

11 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) As per SOR Item No. 2.1.8 page 16 SLAB 1 x 1 4 4

12 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) As per SOR Item No. 7.5.4 page 46 soling l/w 1 x 2 4.2 0.3 0.1

13 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) As per SOR Item No. 7.5.4 page 46 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: As per SOR Item No. 7.6 page 46 upto lintel beam 1 x 2 4.2 0.3 2.4

deduction of column 1 x 2 0.3 0.3 2.4

upto top beam 1 x 2 4.2 0.3 0.5

deduction of column 1 x 2 0.3 0.3 0.5

14 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 11 foundation 1 x 2 1.8 1.8 1.8

Base of Foundation 1 x 2 1.8 1.8 0.1

footing 1 x 2 1.5 1.5 0.3

column upto ground beam 1 x 2 0.3 0.3

15 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) l/w 1 x 2 4.2 3.9

16 12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 96 l/w 1 x 2 4

17 Cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm) finished with a floating coat of neat cement. 75 mm thick As per SOR Item No. 12.3.3 page 111 hall 1 x 1 4 4 -

18 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: 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) As per SOR Item No. 14.15.1 page 133 Total Qty of outer plaster area

19 Finishing walls with water proofing cement paint of required shade to give an even shade. 14.14.1 On new work (Two or more coats applied @ 3.84 kg/10 sqm) As per SOR Item No. 14.11.1 page 134 Total Qty of inner plaster area

Total for (B) ROOM Rs.

Total of (A+B) Rs.

Add 2% for supervision charges Rs.

Add 3% for contengencies charges Rs.

Add 10% Anticipated Tender Rate Rs.

S.O.R.- Based on C.G. PWD Building Works With Effect From from 01-01-2015 Say Rs.( in Lacs)

Sub Engineer Assistant Engineer Executive Engineer

CG STATE AGRICULTURE MARKETING MANDI BOARD RAIPUR

DIVISION OFFICE RAIPUR

C.G.STATE AGRICULTURAL MARKETING BOARD, RAIPUR

ABSTRACT OF ESTIMATE FOR CONSTRUCTION OF RCC POLE & WIRE MESH FENCING FOR GOVERNMENT ANIMAL BREEDING CENTER .CHANDKHURI ,RAIPUR

S.No Particulars nos No L B D/H Qty Unit Rate Amount

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

In all types of soil 624 1 0.5 0.5 0.6

2 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.

1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size). 0.5 0.5 0.5 Cum 3552

3 Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work

4 Providing and laying High tensile steel wires/ strands at any level including all accessories i.e. sheathing duct, tube anchorage set, and stressing, stressing operations and grouting with cement complete as per drawing and technical specifications.

sub total of 4(B) 8 Kgs 145

5 Providing and fixing in position chain linked steel wire fabric made of 4 mm dia G.I. wire of required width in mesh to concrete/ wooden/ angle iron posts including securing and screwing with 2mm dia G.I. wire, G.I. staples, G.I.U-nails or steel pins etc., complete.

Aperture 50x50mm 1 1350 1.83 Sqm 331

6 Providing and fixing in position G.I. barbed wire (93.8gram/m) to concrete/ wooden/ angle iron posts (straight or diagonal) including securing and screwing with G.I. tying wire, G.I. stapples, G.I.U-nails or steel pins etc., complete(Cost of posts, struts to be paid for separately)

Add 2% contengencies charges 0.015

Add 2% for supervision charges

Add 10% Anticipated Tender Rate

Say Rs(In Lacs):-

SUB ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER

CG STATE AGRICULTURE MARKETING MANDI BOARD RAIPUR

DIVISION OFFICE RAIPUR

DETAILED ESTIMATE FOR CONSTRUCTION OF CALF SHED (1no.)

S.O.R.- Based on C.G. PWD Building Works With Effect From from 01-01-2015 cost.RS.

S. No. Description of items Detail Detail of Measurments Quantity Unit Content Area Rate Amount

Nos. Length Width Depth

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 area 1 10 10 -

2 (a) 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. As per SOR Item No. 1.1.1 page 9 column 10 1.5 1.5 1.8

2 (b) Extra for every additional lift of 1.5 m or part thereof. All types of soils As per SOR Item No. 1.6.1 page 10 column 10 1.5 1.5 0.3

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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). As per SOR Item No. 3.1.4 page 23 column 10 1.5 1.5 0.2

4 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). As per SOR Item No. 3.1.2 page 24 col footing 10 1.5 1.5 0.2

col upto GL 10 0.3 0.3 1.15

ground beam L/w 2 8.2 0.3 0.4

col GB to PL 10 0.3 0.3 0.8

col PL to ll 10 0.3 0.3 2.8

lintel 1 2.8 0.3 0.2

gabble col 4 0.3 0.3 0.9

coping 2 8.5 0.4 0.1

5 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. 3.4 page 23 col PL to ll 10 0.3 0.3 2.8

chhjja 2 3.2 1 0.1

lintel 1 2.8 0.3 0.2

gabble col 4 0.3 0.3 0.9

coping 2 8.5 0.4 0.1

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 in foundation and plinth all complete: Thermo-Mechanically treated bars FE 415 As per SOR Item No. 3.12.1 page 24 Hence (total rcc qty) * 100 kg/cum

7 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, 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 col footing 10 6 0.2 -

ground beam L/w 2 8.2 0.8 -

8 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing 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 col upto GL 10 1.2 1.15 -

col GB to PL 10 1.2 0.8 -

col PL to ll 10 1.2 2.8 -

gabble col 4 1.2 0.9 -

9 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Beams, lintels, cantilevers & walls As per SOR Item No. 2.1.8 page 16 top beam 1 8.2 0.3 -

lintel 2 2.8 0.3 -

coping 2 8.5 0.2 -

10 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Weather shade, chhajja, Cornices and mouldings As per SOR Item No. 2.1.13 page 17 chhjja 2 3.2 1 -

11 (a) 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) As per SOR Item No. 7.5.4 page 46 below GB L/w 2 8.2 0.3 0.1

Gujarbandi 1 8.2 0.3 0.2

Gabble 2 4.25 0.3 1

deduction d 2 2.8 0.3 -2.4

col GB to PL 10 0.3 0.3 -0.8

col PL to Rsb 10 0.3 0.3 -2.8

gabble col 4 0.3 0.3 -0.9

ppt wall 2 8.5 0.3 0.4

11 (b) Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: As per SOR Item No. 7.6 page 46 PL to ll 2 8.2 0.3 2.8

Gujarbandi 1 8.2 0.3 0.2

Gabble 2 4.25 0.3 1

deduction d 2 2.8 0.3 -2.4

col GB to PL 10 0.3 0.3 -0.8

col PL to Rsb 10 0.3 0.3 -2.8

gabble col 4 0.3 0.3 -0.9

ppt wall 2 8.5 0.3 0.4

12 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 11 column 10 1.5 1.5 1.8

col footing 10 1.5 1.5 -0.2

col upto GL 10 0.3 0.3 -1.15

13 (a) 12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 96 GB to PL outer 2 8.2 1 -

PL to top 2 8.2 3.2 -

deduction d 2 2.8 -2.4 -

Gabble wall 4 4.25 1 -

ppt wall 2 8.5 1.4 -

13 (b) 12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 96 PL to top inner 2 7.6 3.2 -

deduction d 2 2.8 -2.4 -

Gabble wall 4 4 1 -

14 Providing and making 6mm thick cement plaster of mix:In Cement mortar 1:4 (1 cement : 4 fine sand) As per SOR Item No. 11.1.2 page 103 chhjja 1 3.2 1 -

15 Providing and making 6mm thick cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and a thick coat of lime wash on top of wall when dry for bearing of R.C.C. slab and beam. As per SOR Item No. 11.6 page 104 chhjja 1 3.2 1 -

16 Cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm) finished with a floating coat of neat cement. 75 mm thick As per SOR Item No. 12.3.3 page 111 floor 1 7.6 7.6 -

16 Neat cement punning As per SOR Item No. 11.5 page 104 floor 1 7.6 7.6 -

17 Extra for providing and fixing 4mm thick glass strip in joints of Terrazo floor/ cement concrete floor or like. 40 mm wide As per SOR Item No. 12.25.2 page 116 floor 2 7.6 - -

18 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. As per SOR Item No. 9.15 page 81 tv 4 3.57 1.3 20kg /sqm

door 2 2.8 2.4 20kg /sqm

19 Providing and fixing GI wire gauge of average width of aperture 1.56mm with wire of 0.45mm to existing steel door, window shutter frames with necessary M.S. strip beading etc. complete. As per SOR Item No. 9.33 page 83 tv 4 3.57 1.3 -

20 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, holdingdown bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zincchromate primer. Electric resistance or induction butt welded tubes Grade-250 As per SOR Item No. 9.3.1 page 82 truss 1 8.2 8.2 25kg /sqm

21 Providing corrugated G.I. sheet roofing including vertical/ curved surfaces fixed with galvanized iron, J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead including painting with primer and paint on overlapping of sheets complete excluding the cost of purlins rafters and trusses. (Zinc coating not less than 272 gms/sqm) 0.63 mm thick sheet (weight 5.70 kg/m2) As per SOR Item No. 10.1.3 page 90 roof 2 8.1 4.9 -

22 Providing ridges or hips of 60cm overall width in plain G.I. sheet fixed with galvanized washers J or L hooks, bolts and nuts 8mm G.I. limpet and bitumen washers complete. 0.63 mm thick sheet with zinc coating not less than 275gm/sqm As per SOR Item No. 10.5.3 page 90 roof 1 8.1 - -

23 Extra for providing and fixing wind ties of 40x6mm flat iron section. As per SOR Item No. 10.10 page 92 roof 6 8.1 - -

24 Painting on new work (two or more coats) to give an even shade with: Satin synthetic enamel paint As per SOR Item No. 14.22.1 page 135 Lump Sump 100

25 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete. As per SOR Item No. 14.12 page 133 Total Qty of outer plaster area

26 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: 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) As per SOR Item No. 14.15.1 page 133 Total Qty of outer plaster area

27 Finishing walls with water proofing cement paint of required shade to give an even shade. 14.14.1 On new work (Two or more coats applied @ 3.84 kg/10 sqm) As per SOR Item No. 14.11.1 page 134 Total Qty of inner plaster area

Add 9% for water supply & sanitary charges Rs.

Add 6% for electrification charges Rs.

ONE SHED Total Rs.

HENCE 1 NO. SHED Total Rs.

Add 3% for contengencies charges Rs.

Add 2% for supervision charges Rs.

S.O.R.- Based on C.G. PWD Building Works With Effect From from 01-01-2015 Say Rs.( in Lacs)

Sub Engineer CG State Agriculture Marketing (Mandi) Board Sub-Division Office,Raipur Assistant Engineer CG State Agriculture Marketing (Mandi) Board Sub-Division Office, Raipur Executive Engineer CG State Agriculture Marketing (Mandi) Board, Division Office, Raipur

DETAILED ESTIMATE FOR CONSTRUCTION OF CHAFF CUTTER & PADDY SHED

S.O.R.- Based on C.G. PWD Building Works With Effect From from 01-01-2015 cost.RS.

S. No. Description of items Detail Detail of Measurments Quantity Unit Content Area Rate Amount

Nos. Length Width Depth

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 area 1 8 6 -

2 (a) 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. As per SOR Item No. 1.1.1 page 9 column 6 1.5 1.5 1.8

2 (b) Extra for every additional lift of 1.5 m or part thereof. All types of soils As per SOR Item No. 1.6.1 page 10 column 6 1.5 1.5 0.3

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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). As per SOR Item No. 3.1.4 page 23 column 6 1.5 1.5 0.2

4 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). As per SOR Item No. 3.1.2 page 24 col footing 6 1.5 1.5 0.2

col upto GL 6 0.3 0.3 1.15

ground beam L/w 2 6.3 0.3 0.4

col GB to PL 6 0.3 0.3 0.8

col PL to top 6 0.3 0.3 2.4

top beam 2 6.3 0.3 0.3

gabble col 3 0.3 0.3 0.9

coping 2 4 0.4 0.1

5 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. 3.4 page 23 col GB to PL 6 0.3 0.3 0.8

col PL to top 6 0.3 0.3 2.4

top beam 2 6.3 0.3 0.3

rs chhjja 1 6.3 1 0.1

gabble col 3 0.3 0.3 0.9

coping 2 4 0.4 0.1

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 in foundation and plinth all complete: Thermo-Mechanically treated bars FE 415 As per SOR Item No. 3.12.1 page 24 Hence (total rcc qty) * 100 kg/cum

7 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, 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 col footing 6 6 0.2 -

ground beam L/w 2 6.3 0.8 -

8 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing 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 col upto GL 6 1.2 1.15 -

col GB to PL 6 1.2 0.8 -

col PL to top 6 1.2 2.4 -

gabble col 3 1.2 0.9 -

9 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Beams, lintels, cantilevers & walls As per SOR Item No. 2.1.8 page 16 top beam 2 6.3 0.6 -

top beam 4 3.4 0.6 -

coping 4 4 0.1 -

10 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Weather shade, chhajja, Cornices and mouldings As per SOR Item No. 2.1.13 page 17 rs chhjja 1 6.3 1 -

11 (a) 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) As per SOR Item No. 7.5.4 page 46 below GB L/w 2 6.3 0.3 0.1

PL to top 2 6.3 0.3 2.4

gabble 2 4 0.3 0.5

Gabble 1 6.3 0.3 0.9

deduction rs 2 1.8 0.3 -2.4

col GB to PL 6 0.3 0.3 -0.8

col PL to top 6 0.3 0.3 -2.4

gabble col 3 0.3 0.3 -0.9

ppt wall 1 6.3 0.3 0.4

11 (b) Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: As per SOR Item No. 7.6 page 46 PL to top 2 6.3 0.3 2.4

gabble 2 4 0.3 0.5

Gabble 1 6.3 0.3 0.9

deduction rs 2 1.8 0.3 -2.4

col GB to PL 6 0.3 0.3 -0.8

col PL to top 6 0.3 0.3 -2.4

gabble col 3 0.3 0.3 -0.9

ppt wall 1 6.3 0.3 0.4

12 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 11 column 6 1.5 1.5 1.8

col footing 6 1.5 1.5 -0.2

col upto GL 6 0.3 0.3 -1.15

13 (a) 12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 96 GB to PL outer 2 6.3 1 -

PL to top 1 6.3 3.6 -

deduction rs 2 1.8 -2.4 -

Gabble wall 1 4.89 1 -

ppt wall 1 6.3 1.2 -

13 (b) 12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 96 PL to top inner 1 3 3.6 -

Gabble wall 3 3.4 0.5 -

deduction rs 2 1.8 -2.4 -

14 Providing and making 6mm thick cement plaster of mix:In Cement mortar 1:4 (1 cement : 4 fine sand) As per SOR Item No. 11.1.2 page 103 rs 1 6.3 1 -

15 Providing and making 6mm thick cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and a thick coat of lime wash on top of wall when dry for bearing of R.C.C. slab and beam. As per SOR Item No. 11.6 page 104 rs 1 6.3 1 -

16 Cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm) finished with a floating coat of neat cement. 75 mm thick As per SOR Item No. 12.3.3 page 111 floor 1 3 3.4 -

16 Neat cement punning As per SOR Item No. 11.5 page 104 floor 1 3 3.4 -

17 Extra for providing and fixing 4mm thick glass strip in joints of Terrazo floor/ cement concrete floor or like. 40 mm wide As per SOR Item No. 12.25.2 page 116 floor 1 6.4 - -

18 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. As per SOR Item No. 9.15 page 81 tv 2 1 0.5 20kg /sqm

19 Providing and fixing GI wire gauge of average width of aperture 1.56mm with wire of 0.45mm to existing steel door, window shutter frames with necessary M.S. strip beading etc. complete. As per SOR Item No. 9.33 page 83 tv 2 1 0.5 -

20 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 As per SOR Item No. 9.27.1 page 83 rs 2 1.8 2.55 -

21 Providing and fixing 27.5cm long wire spring for rolling shutters. As per SOR Item No. 9.28 page 83 rs 2 2 - -

22 Providing and fixing ball bearing for rolling shutters. As per SOR Item No. 9.30 page 83 rs 2 2 - -

23 Providing and fixing M.S. sheet top cover for rolling shutter 1.25mm thick As per SOR Item No. 9.29.1 page 83 rs 2 2 1 -

24 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, holdingdown bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zincchromate primer. Electric resistance or induction butt welded tubes Grade-250 As per SOR Item No. 9.3.1 page 82 truss 1 6.3 4 25kg /sqm

25 Providing corrugated G.I. sheet roofing including vertical/ curved surfaces fixed with galvanized iron, J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead including painting with primer and paint on overlapping of sheets complete excluding the cost of purlins rafters and trusses. (Zinc coating not less than 272 gms/sqm) 0.63 mm thick sheet (weight 5.70 kg/m2) As per SOR Item No. 10.1.3 page 90 roof 1 6.15 4.3 -

26 Extra for providing and fixing wind ties of 40x6mm flat iron section. As per SOR Item No. 10.10 page 92 roof 3 6.15 - -

27 Painting on new work (two or more coats) to give an even shade with: Satin synthetic enamel paint As per SOR Item No. 14.22.1 page 135 Lump Sump 100

28 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete. As per SOR Item No. 14.12 page 133 Total Qty of outer plaster area

29 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: 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) As per SOR Item No. 14.15.1 page 133 Total Qty of outer plaster area

30 Finishing walls with water proofing cement paint of required shade to give an even shade. 14.14.1 On new work (Two or more coats applied @ 3.84 kg/10 sqm) As per SOR Item No. 14.11.1 page 134 Total Qty of inner plaster area

Add 9% for Electrification work Rs. Rs.

Add 3% for Contengencies Charges Rs.

Add 2% for Supervision Charges Rs.

S.O.R.- Based on C.G. PWD Building Works With Effect From from 01-01-2015 Say Rs.( in Lacs)

Sub Engineer CG State Agriculture Marketing (Mandi) Board Sub-Division Office,Raipur Assistant Engineer CG State Agriculture Marketing (Mandi) Board Sub-Division Office, Raipur Executive Engineer CG State Agriculture Marketing (Mandi) Board, Division Office, Raipur

DETAILED ESTIMATE FOR CONSTRUCTION OF WBM & CC ROAD (200mtr)

S.O.R.- Based on C.G. PWD Road Works With Effect From from 01-01-2015 Cost Rs. Lacs

S. No. Description of items Detail of Measurments Quantity Unit Rate Amount

Nos. Length Width Depth

1 Clearing Grass and Removal of Rubbish (clearing grass and removal of rubbish up to a distance of 50 meters outsite the periphery of the area) As per SOR Item No. 2.2 page 8 1 200 15 -

Total hectare 13438

2 Compacting Original Ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the subgrade level , watered, graded and compacted in layers to meet requirement of table 300-2 for sub grade construction As per SOR Item No. 3.15 page 12 1 200 11 0.2

3 Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.>5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) As per SOR Item No. 3.12 page 12 1 200 11 0.3

4 Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 B By Mix in place method Disintegrated rock i.e moorum having CBR value not less than 20 and P.I. and L.L. not more than 6 and 20 respectively. (For Village roads only) As per SOR Item No. 4.1 page 15 1 200 11 0.3

5 Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause-404.) A Grading- I ( 63 to 45 mm size aggregate) (i) Using Screening Crushable type such as Moorum or Gravel As per SOR Item No. 4.8 page 16 1 200 7 0.1

6 Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause-404.) B Grading- II ( 53 to 22.4 mm size aggregate) (i) Using Screening Crushable type such as Moorum or Gravel As per SOR Item No. 4.8 page 16 1 200 7 0.1

7 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads) (iii) P.C.C. M-25 As per SOR Item No. 6.6 page 27 1 200 7 0.1

8 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil Up to 3 m depth As per SOR Item No. 9.1 page 39 3 10 1.5 0.3

. Total cum 146

9 Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe on first class bedding. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets). 600 mm dia As per SOR Item No. 9.4 page 39 3 10 - -

10 Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15 As per SOR Item No. 9.9 page 40 6 1 1 1

Add 3% for contengencies charge Rs.

Add 2% for supervision charge Rs.

S.O.R.- Based on C.G. PWD Road Works With Effect From from 01-01-2015 Say Rs. (in Lacs).

Sub Engineer CG State Agriculture Marketing (Mandi) Board Sub-Division Office, Raipur Assistant Engineer CG State Agriculture Marketing (Mandi) Board Sub-Division Office, Raipur Executive Engineer CG State Agriculture Marketing (Mandi) Board, Division Office, Raipur

shoulder shoulder

WBM Gr-II 100mm

GSB (Moorum) 300mm

DETAILED ESTIMATE OF CONSTRUCTION OF CC DRAIN (400mtr)

S.O.R.- Based on C.G. PWD Road Works With Effect From from 01-01-2015

S. No. Description of items Detail Detail of Measurments Quantity Unit Content Area Rate Amount

Nos. Length Width Depth

1 Excavation for drain (Earth work in excavation for drain/chamber as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) As per SOR Item No. 3.25 (i) page 14 drain 1 400 1.3 0.6

2 Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20 As per SOR Item No. 3.25 (ii) page 14 drain U 0.8+0.8+0.8=2.4 1 400 2.4 0.15

3 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications. As per SOR Item No. 3.25 (iii) page 14 drain 1 400 2.4 0.003

Add 3% for contengencies charge Rs.

Add 2% for supervision charge Rs.

S.O.R.- Based on C.G. PWD Road Works With Effect From from 01-01-2015 Say Rs.

Sub Engineer CG State Agriculture Marketing (Mandi) Board Sub Division Office, Raipur Assistant Engineer CG State Agriculture Marketing (Mandi) Board Sub Division Office, Raipur Executive Engineer CG State Agriculture Marketing (Mandi) Board, Division Office, Raipur

DETAILED ESTIMATE OF CONSTRUCTION FOR BOUNDARY WALL (650mtr) & GATE

S.O.R.- Based on C.G. PWD Building Works W E F 01-01-2015 Cost Rs. Lacs

S. No. Description of items Detail Detail of Mts Qty Unit Rate Amount

(A) Boundary wall

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 area 1 30 1.8 -

2 (a) 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. As per SOR Item No. 1.1.1 page 9 column 13 1.5 1.5 1.8

2 (b) Extra for every additional lift of 1.5 m or part thereof. All types of soils As per SOR Item No. 1.6.1 page 10 column 13 1.5 1.5 0.3

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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). As per SOR Item No. 3.1.2 page 23 column 13 1.5 1.5 0.15

4 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). As per SOR Item No. 3.1.2 page 24 column 13 1.2 1.2 0.2

column upto GL 13 0.2 0.3 1.25

Ground Beam 1 30 0.3 0.3

column above GL 13 0.2 0.3 1.4

coping top 1 30 0.3 0.1

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 415 As per SOR Item No. 3.12.1 page 24 Qty same as item no. 3.1.2 Hence total M20 qty * 100 kg/cum

6 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, 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 column 13 4.8 0.2 -

column upto GL 13 1 1.25 -

Ground Beam 1 30 0.3 -

Ground Beam 1 30 0.9 -

7 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing 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 above GL 13 1 1.4 -

8 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Window sills, anchor blocks, string course, bends, copings, bed plates and like. As per SOR Item No. 2.1.3 page 16 coping top 2 30 0.1 -

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 column 13 1.5 1.5 1.8

10 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) As per SOR Item No. 7.5.4 page 46 above ground beam 1 30 0.2 1.4

deduction col. 13 0.2 0.2 -1.3

11 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) As per SOR Item No. 11.3.3 page 104 boundry wall 1 30 - 1.8

12 12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 104 boundry wall 1 30 - 1.8

13 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete. As per SOR Item No. 14.12 page 134 Total Qty of plaster area

14 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: 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) As per SOR Item No. 14.15.1 page 133 Total Qty of plaster area

30 meter Boundary wall cast Rs.

hencr 1 meter Boundary wall cast Rs.

(A) hence 650 meter Boundary wall cast Rs.

1 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 forfastening etc. complete with applying a priming coat of red oxide zincchromate primer. Electric resistance or induction butt welded tubes Grade-250 As per SOR Item No. 9.3.1 page 79 main gate 1 6 1.6 40 kg /sqm

small gate 1 1.2 1.6 40 kg /sqm

2 Painting on new work (two or more coats) to give an even shade with: Satin synthetic enamel paint As per SOR Item No. 14.22.1 page 135 Ent. Gate 1 6 1.6 -

(A) +(B)Total Rs.

Add 3% for contengencies charges Rs.

Add 2% for supervision charges Rs.

S.O.R.- Based on C.G. PWD Building Works With Effect From from 01-01-2015 Say Rs. 46.49

Sub Engineer CG State Agriculture Marketing (Mandi) Board Sub Division Office, Raipur Assistant Engineer CG State Agriculture Marketing (Mandi) Board Sub Division Office, Raipur Executive Engineer CG State Agriculture Marketing (Mandi) Board, Division Office, Raipur

DETAILED ESTIMATE FOR CONSTRUCTION OF MANGER (water & feeder)

S.O.R.- Based on C.G. PWD Building Works With Effect From from 01-01-2015 cost.RS.

S. No. Description of items Detail Detail of Measurments Quantity Unit Content Area Rate Amount

Nos. Length Width Depth

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 area 1 16 5 -

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 soils. As per SOR Item No. 1.1.1 page 9 area 1 15 4.4 0.3

3 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 11 area 1 15 4.4 0.3

manger 1 2.9 0.6 0.4

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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). As per SOR Item No. 3.1.4 page 23 area 1 14.6 4 0.2

manger 1 2.9 0.6 0.1

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. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). As per SOR Item No. 3.1.2 page 24 long manger 1 14.4 0.8 0.1

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 in foundation and plinth all complete: Thermo-Mechanically treated bars FE 415 As per SOR Item No. 3.12.1 page 24 Hence (total rcc qty) * 100 kg/cum

7 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, 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 long manger 1 14.4 0.1 -

short 6 3 0.1 -

floor 2 6 0.1 -

8 12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 96 long manger 1 14.4 0.1 -

short 6 3 0.1 -

9 Neat cement punning As per SOR Item No. 11.5 page 104 long manger 1 14.4 0.1 -

short 6 3 0.1 -

10 Cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm) finished with a floating coat of neat cement. 75 mm thick As per SOR Item No. 12.3.3 page 111 floor 1 14.2 0.6 -

11 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete. As per SOR Item No. 14.12 page 133 Total Qty of outer plaster area

12 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: 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) As per SOR Item No. 14.15.1 page 133 Total Qty of outer plaster area

Add 9% for water supply & sanitary charges Rs.

Add 3% for Contengencies Charges Rs.

Add 2% for Supervision Charges Rs.

S.O.R.- Based on C.G. PWD Building Works With Effect From from 01-01-2015 Say Rs.( in Lacs)

Sub Engineer CG State Agriculture Marketing (Mandi) Board Sub-Division Office,Raipur Assistant Engineer CG State Agriculture Marketing (Mandi) Board Sub-Division Office, Raipur Executive Engineer CG State Agriculture Marketing (Mandi) Board, Division Office, Raipur

DETAILED ESTIMATE FOR CONSTRUCTION OF FEED GODOWN

S.O.R.- Based on C.G. PWD Building Works With Effect From from 01-01-2015 cost.RS.

S. No. Description of items Detail Detail of Measurments Qty Unit Content Area 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 area 1 12 12 -

2 (a) 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. As per SOR Item No. 1.1.1 page 9 column 12 1.5 1.5 1.8

2 (b) Extra for every additional lift of 1.5 m or part thereof. All types of soils As per SOR Item No. 1.6.1 page 10 column 12 1.5 1.5 0.3

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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). As per SOR Item No. 3.1.4 page 23 column 12 1.5 1.5 0.2

4 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). As per SOR Item No. 3.1.2 page 24 col footing 12 1.5 1.5 0.2

col upto GL 12 0.3 0.3 1.15

ground beam L/w 2 9.75 0.3 0.4

col GB to PL 12 0.3 0.3 0.8

col PL to Rsb 12 0.3 0.3 2.4

col Rsb to top beam 12 0.3 0.3 1.15

gabble col 4 0.3 0.3 0.9

coping 2 10 0.4 0.1

5 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. 3.4 page 23 col PL to Rsb 12 0.3 0.3 2.4

rs chhjja 1 3.45 1 0.1

col Rsb to top beam 12 0.3 0.3 1.15

gabble col 4 0.3 0.3 0.9

coping 2 10 0.4 0.1

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 in foundation and plinth all complete: Thermo-Mechanically treated bars FE 415 As per SOR Item No. 3.12.1 page 24 Hence (total rcc qty) * 100 kg/cum

7 Providing and fixing form work including centring, shuttering, strutting,staging, propping bracing etc. complete and including its removal at alllevels, 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 col footing 12 6 0.2 -

ground beam L/w 2 9.75 0.8 -

8 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing 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 col upto GL 12 1.2 1.15 -

col GB to PL 12 1.2 0.8 -

col PL to Rsb 12 1.2 2.4 -

col Rsb to top beam 12 1.2 1.15 -

gabble col 4 1.2 0.9 -

9 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Beams, lintels, cantilevers & walls As per SOR Item No. 2.1.8 page 16 RS beam 2 9.75 0.6 -

top beam 2 9.75 0.3 -

coping 2 10 0.2 -

10 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Weather shade, chhajja, Cornices and mouldings As per SOR Item No. 2.1.13 page 17 rs chhjja 1 3.45 1 -

11 (a) 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) As per SOR Item No. 7.5.4 page 46 below GB L/w 2 9.75 0.3 0.1

RSB TO TOP BM 2 9.75 0.3 1.15

Gujarbandi 2 9.75 0.3 0.2

Gabble 2 4.89 0.3 1

deduction rs 1 2.85 0.3 -2.4

col GB to PL 12 0.3 0.3 -0.8

col PL to Rsb 12 0.3 0.3 -2.4

col Rsb to top beam 12 0.3 0.3 -1.15

gabble col 4 0.3 0.3 -0.9

ppt wall 2 10 0.3 0.4

11 (b) Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: As per SOR Item No. 7.6 page 46 PL to RSB 2 9.75 0.3 2.4

RSB TO TOP BM 2 9.75 0.3 1.15

Gujarbandi 2 9.75 0.3 0.2

Gabble 2 4.89 0.3 1

deduction rs 1 2.85 0.3 -2.4

col GB to PL 12 0.3 0.3 -0.8

col PL to Rsb 12 0.3 0.3 -2.4

col Rsb to top beam 12 0.3 0.3 -1.15

gabble col 4 0.3 0.3 -0.9

ppt wall 2 10 0.3 0.4

12 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 11 column 12 1.5 1.5 1.8

col footing 12 1.5 1.5 -0.2

col upto GL 12 0.3 0.3 -1.15

13 (a) 12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 96 GB to PL outer 2 9.75 1 -

PL to top 2 9.75 4.2 -

deduction rs 1 2.85 -2.4 -

Gabble wall 4 4.89 1 -

ppt wall 2 10 1.4 -

13 (b) 12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 96 PL to top inner 2 9.15 4.2 -

deduction rs 1 2.85 -2.4 -

Gabble wall 4 4.59 1 -

14 Providing and making 6mm thick cement plaster of mix:In Cement mortar 1:4 (1 cement : 4 fine sand) As per SOR Item No. 11.1.2 page 103 Rpc 2 9.75 0.3 -

15 Providing and making 6mm thick cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and a thick coat of lime wash on top of wall when dry for bearing of R.C.C. slab and beam. As per SOR Item No. 11.6 page 104 Rpc 2 9.75 0.3 -

16 Cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm) finished with a floating coat of neat cement. 75 mm thick As per SOR Item No. 12.3.3 page 111 floor 1 9.15 9.15 -

16 Neat cement punning As per SOR Item No. 11.5 page 104 floor 1 9.15 9.15 -

17 Extra for providing and fixing 4mm thick glass strip in joints of Terrazo floor/ cement concrete floor or like. 40 mm wide As per SOR Item No. 12.25.2 page 116 floor 5 9.15 - -

18 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. As per SOR Item No. 9.15 page 81 tv 6 1 0.5 20kg /sqm

19 Providing and fixing GI wire gauge of average width of aperture 1.56mm with wire of 0.45mm to existing steel door, window shutter frames with necessary M.S. strip beading etc. complete. As per SOR Item No. 9.33 page 83 tv 6 1 0.5 -

20 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 As per SOR Item No. 9.27.1 page 83 rs 1 3 2.55 -

21 Providing and fixing 27.5cm long wire spring for rolling shutters. As per SOR Item No. 9.28 page 83 rs 1 2 - -

22 Providing and fixing ball bearing for rolling shutters. As per SOR Item No. 9.30 page 83 rs 1 2 - -

23 Providing and fixing M.S. sheet top cover for rolling shutter 1.25mm thick As per SOR Item No. 9.29.1 page 83 rs 1 3 1 -

24 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, holdingdown bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zincchromate primer. Electric resistance or induction butt welded tubes Grade-250 As per SOR Item No. 9.3.1 page 82 truss 1 9.75 9.75 25kg /sqm

25 Providing corrugated G.I. sheet roofing including vertical/ curved surfaces fixed with galvanized iron, J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead including painting with primer and paint on overlapping of sheets complete excluding the cost of purlins rafters and trusses. (Zinc coating not less than 272 gms/sqm) 0.63 mm thick sheet (weight 5.70 kg/m2) As per SOR Item No. 10.1.3 page 90 roof 2 9.45 5.3 -

26 Providing ridges or hips of 60cm overall width in plain G.I. sheet fixed with galvanized washers J or L hooks, bolts and nuts 8mm G.I. limpet and bitumen washers complete. 0.63 mm thick sheet with zinc coating not less than 275gm/sqm As per SOR Item No. 10.5.3 page 90 roof 1 9.45 - -

27 Extra for providing and fixing wind ties of 40x6mm flat iron section. As per SOR Item No. 10.10 page 92 roof 8 9.45 - -

28 Painting on new work (two or more coats) to give an even shade with: Satin synthetic enamel paint As per SOR Item No. 14.22.1 page 135 Lump Sump 150

29 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete. As per SOR Item No. 14.12 page 133 Total Qty of outer plaster area

30 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: 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) As per SOR Item No. 14.15.1 page 133 Total Qty of outer plaster area

31 Finishing walls with water proofing cement paint of required shade to give an even shade. 14.14.1 On new work (Two or more coats applied @ 3.84 kg/10 sqm) As per SOR Item No. 14.11.1 page 134 Total Qty of inner plaster area

Add 9% for Electrification work Rs. Rs.

Add 3% for contengencies charges Rs.

Add 2% for supervision charges Rs.

S.O.R.- Based on C.G. PWD Building Works With Effect From from 01-01-2015 Say Rs.( in Lacs)

Sub Engineer CG State Agriculture Marketing (Mandi) Board Sub-Division Office,Raipur Assistant Engineer CG State Agriculture Marketing (Mandi) Board Sub-Division Office, Raipur Executive Engineer CG State Agriculture Marketing (Mandi) Board, Division Office, Raipur

DETAILED ESTIMATE FOR CONSTRUCTION OF PUMP ROOM

S.O.R.- Based on C.G. PWD Building Works With Effect From 01-01-2015 Cost Rs. Lacs

S. No. Description of items Detail Detail of Mts 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). As per SOR Item No. 1.2 page 9 area 1 6 6 -

2 (a) 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. As per SOR Item No. 1.1.1 page 9 column 4 1.5 1.5 1.8

2 (b) Extra for every additional lift of 1.5 m or part thereof. All types of soils As per SOR Item No. 1.6.1 page 10 column 4 1.5 1.5 0.3

3 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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). As per SOR Item No. 3.1.2 page 22 column 4 1.5 1.5 0.15

4 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 column 4 1.5 1.5 1.8

5 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Foundations, footings, base of columns & plinth beam in any shape & size. As per SOR Item No. 2.1.1 page 16 col footing 4 4.8 0.2 -

ground beam I/I 2 4 0.3 -

6 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing 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 col. Upto GB 4 0.8 1.25 -

col. Upto DPC 4 0.8 0.7 -

col. Upto slab lvl 4 0.8 2.5 -

7 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Beams, lintels, cantilevers & walls As per SOR Item No. 2.1.8 page 16 Lintel door 2 1.2 0.2 -

slab beam 2 4 0.2 -

8 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Weather shade, chhajja, Cornices and mouldings As per SOR Item No. 2.1.13 page 17 Chhajja 1 1.4 0.6 -

10 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Folded plates slabs As per SOR Item No. 2.1.10 page 17 slab 1 3.6 3.6 -

11 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). As per SOR Item No. 3.2.1 page 23 column footing 4 1.2 1.2 0.2

column upto gl 4 0.2 0.2 1.25

ground beam 2 4 0.2 0.3

col.upto dpc 4 0.2 0.2 0.7

col. Upto slab lvl 4 0.2 0.2 2.5

Lintel beam 1 1.2 0.2 0.2

Chhajja 1 1.4 0.6 0.1

slab beam 2 4 0.2 0.2

12 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. 3.4 page 23 col. Upto slab lvl 4 0.2 0.2 2.5

Lintel beam 1 1.2 0.2 0.2

Chhajja 1 1.4 0.6 0.1

slab beam 2 4 0.2 0.2

13 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 Qty same as item no. 3.2.1 Hence total M20 qty * 100kg/cum

14 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. As per SOR Item No. 3.13 page 24 dpc 4 3.6 0.2 0.05

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) As per SOR Item No. 7.5.4 page 45 B/ w below GB 4 3.6 0.2 0.2

Brick work upto DPC 4 3.6 0.2 0.7

Brick work upto slab lvl 4 3.6 0.2 2.5

Deduction D 1 1.2 0.2 -0.2

Parapwt wall 4 4 0.2 0.7

16 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: As per SOR Item No. 7.6 page 45 Brick work upto slab lvl 4 3.6 0.2 2.5

Deduction D 1 1.2 0.2 -0.2

Parapwt wall 4 4 0.2 0.7

17 6mm thick cement plaster of mix In cement mortar 1:4 ( 1cement : 4 fine sand) As per SOR Item No. 11.1.2 page 103 Room 1 3.6 3.6 -

Chhajja 1 1.4 0.6 -

18 12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand) As per SOR Item No. 11.2.3 page 103 outerside 4 4 0.7 -

Deduction D 1 1 -2.1 -

19 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) As per SOR Item No. 11.3.3 page 103 inside 4 3.6 2.7 -

Deduction D 1 1 -2.1 -

20 Providing and making 6mm thick cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and a thick coat of lime wash on top of wall when dry for bearing of R.C.C. slab and beam. As per SOR Item No. 11.6 page 105 slab 1 4.2 4.2 -

Chhajja 1 1.4 0.75 -

21 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. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). As per SOR Item No. 3.1.5 page 23 Room 1 3.6 3.6 0.1

22 Neat cement punning As per SOR Item No. 11.5 page 104 Room 1 3.6 3.6 -

23 Extra for providing and fixing 4mm thick glass strip in joints of Terrazo floor/ cement concrete floor or like. 40 mm wide As per SOR Item No. 12.25.2page 115 Room 2 3.6 - -

24 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. As per SOR Item No.9.13 page81 Door 1 1 2.1 30

25 Painting on new work (two or more coats) to give an even shade with: Satin synthetic enamel paint ( top most approved branded quality) As per SOR Item No. 14.22.1 page 134 Door 1 1 2.1 2

26 Finishing walls with water proofing cement paint to give an even shade. On new work (Two or more coats ) As per SOR Item No. 14.14 page 132 Total Qty of inner plaster area

27 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete. As per SOR Item No. 14.12 page 133 Total Qty of outer plaster area

28 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: 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) As per SOR Item No. 14.15.1 page 133 Total Qty of outer plaster area

Add 9% for Electrification work Rs.

Add 3% for Contengencies Charges Rs.

Add 2% for supervision Charges Rs.

Grand Total Rs.

S.O.R.- Based on C.G. PWD Building Works With Effect From from 01-01-2015 Say Rs. In Lacs

Sub Engineer CG State Agriculture Marketing (Mandi) Board Sub-Division Office,Raipur Assistant Engineer CG State Agriculture Marketing (Mandi) Board Sub-Division Office, Raipur Executive Engineer CG State Agriculture Marketing (Mandi) Board, Division Office, Raipur

DETAILED ESTIMATE FOR CONSTRUCTION OF BOREWELL

S.O.R.- Based on C.G. PWD Building Works With Effect From from 01-01-2015 Cost Rs. Lacs

S. No. Description of items Detail of Measurments Quantity Unit Rate Amount

Nos. Length Width Depth

1 Carrying out the resistivity survey by VES method using Schlumberger configuration for locating the proper spot for drilling of tube well within the selected habitation, including photography, interpretation of resistivity data and submission of report in the desired format along with resistivity readings, necessary graph and photographs. (only successful point is payable) As per SOR Item No. 21.17 page 201 1 1 - -

Total point 1502

2 Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including ollecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre depth below ground level. All types of soil 150 mm dia. As per SOR Item No. 21.1.1.3 page 198 1 30 - -

3 Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge beyond 90 metre & upto 150 metre depth below ground level. Rocky strata including Boulders. 150 mm dia. As per SOR Item No. 21.1.2 page 198 1 80 - -

4 Supplying, assembling, lowering and fixing in vertical position in bore well, slotted casing pipe made from ISI marked G.I. pipe (Plain) medium class in 4 to 7 meters length one end fitted with socket as per IS: 1239 (Part- 1&Part-2) 1992 with IVth revision (having slot of size 1.6/3.2 mm), of reputed and approved make, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-incharge. 150 mm nominal dia As per SOR Item No. 21.6.3 page 199 1 20 - -

. Total rmt 1317

5 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. As per SOR Item No. 21.10 page 200 1 5 - -

6 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: 150 mm dia As per SOR Item No. 21.11.3 page 200 1 1 - -

7 Providing ISI Mark 32 mm dia G.I. ( B class) riser pipe and M.S. plunger rod in 3 meter length socketed on one end as per IS: 1239 ( Part I) 1990 with up to date amendments and socket as per IS: 2062/1990 up to date amendments. As per SOR Item No. 21.16 page 201 1 36 - -

8 Providing and placing in position India Mark II hand pump with 32 mm diameter riser pipe assembly complete with all accessories (riser pipe and plunger rod to be paid separately). As per SOR Item No. 21.15 page 201 1 1 - -

Total each 6114

Add for pipe line & pumpset Lumpsump 35000

Add 3% for contengencies charge Rs.

Add 2% for supervision charge Rs.

S.O.R.- Based on C.G. PWD Building Works With Effect From from 01-01-2015 Say Rs. (in Lacs).

Sub Engineer CG State Agriculture Marketing (Mandi) Board Sub-Division Office, Raipur Assistant Engineer CG State Agriculture Marketing (Mandi) Board Sub-Division Office, Raipur Executive Engineer CG State Agriculture Marketing (Mandi) Board, Division Office, Raipur

DETAILED ESTIMATE FOR EXTERNAL ELECTRIFICATION WORK (15 POLE)

S.O.R.- Based on C.G. PWD Electrical Works With Effect From from 1-01-2015 Cost Rs. Lacs

S. No. Description of items Detail of Measurments Quantity Unit Rate Amount

Nos. Length Width Depth

1 Supply of swaged steel tubular pole as per IS 2713 with base plate of size 300x300x6mm welded at bottom, necessary hole for cable entry and earthing stud welded at specified height including painting with one coat of red oxide zinc chromate primer. Designation 410 SP-11 height 8.00 metre As per SOR Item No. 21.3.4 15 1 - -

Total each 6832

2 Erection of STEEL TUBULAR or "H" BEAM/ ISMB pole in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation and cement concrete collar of size 0.4 metre dia and 0.50 metre height from ground level including excavation and refilling etc. as required of length: 7 metre to 10 metre As per SOR Item No. 21.10.4 15 1 - -

Total each 2513

3 Supply and fixing following street light pole bracket on existing pole made out of 50 mm dia MS "B" class pipe welded to 300 mm long MS pole canopy of suitable dia at a angle of 102.50 including having MS triangular stiffner of size 150 X 50 X 5 mm thick, making arrangement for tightening the bracket with pole by providing suitable size heavy duty nuts and bolts in canopy, painting with one coat of approved steel primer etc. as required. Double Over Hang 1.00 metre Long As per SOR Item No. 21.9.5 15 1 - -

Total each 1472

4 Supplying and fixing of 32mm dia x 2 metre long G.I pipe (light) bracket for mounting street light fittings of all types on poles including bending the pipe to the required shape, 2 Nos 40x3mm flat iron clamps with bolts and nuts including wiring with 1.5 sq. mm W.P /PVC wire etc. as required. As per SOR Item No. 21.15 15 1 - -

5 Supplying and fixing water tight terminal box made of 1.6mm thick M.S. sheet with detachable gland plate in bottom, hinged front open able cover, rubber gasket, having 1 Nos 4way connector and 1 No SPMCB inside the box for cable connection, fixed to pole with 2 Nos clamp made from 40x3mm M.S. flat with 2 No nut bolt dully painted with 2 coat of red oxide paint and 2 coat aluminium paint complete as required. 30x20x15 cms. As per SOR Item No. 21.16.2 15 1 - -

. Total each 765

6 Supplying and laying HDPE pipe of 4kg/sqcm in ground below road, path etc at a depth not less than 40 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as required. 63 mm outer dia As per SOR Item No. 16.2.1 1 350 - -

7 Supplying and drawing following sizes of FR PVC insulated copper conductor, single core cable in the existing surface/ concealed, steel/ PVC conduit/ PVC casing caping as required. 2 x 2.5 sq. mm As per SOR Item No. 5.11.11 1 450 - -

8 Supplying and laying following sizes one number PVC insulated/ XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 3 x 10 sq. mm. As per SOR Item No. 17.1.7 1 500 - -

9 Supplying and making end termination with brass compression gland and aluminum lugs for following size armoured aluminum conductor power cable of 1.1 KV grade as required. 3 X 10 sq. mm (19 mm) As per SOR Item No. 17.23.8 30 1 - -

. Total each 97

10 Supply, installation, testing and commissioning of 4 pole (3 phase + neutral) aluminium bus bars in existing cubicle type compartmentalized wall/ floor mounted panel board along with suitable size and shape insulators, necessary bolts and nuts etc complete as required. 300 amp (50x5mm) As per SOR Item No. 9.20.3 3 1 - -

. Total each 1275

11 Supplying and fixing on surface/ recess following way, 240 volts SP&N MCB distribution board of sheet steel phosphatized and powder painted complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, including interconnections, earthing etc. as required. (But without MCB/RCCB/Isolator) 8 way, Single door As per SOR Item No. 11.2.2 15 1 - -

12 Supplying and fixing SP MCB, 240 volts, 'B' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as required. 6 amps to 32 amps As per SOR Item No. 11.10.1 30 1 - -

13 Supplying and fixing DP MCB, 240 volts, 'C' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 amps As per SOR Item No. 11.12.5 6 1 - -

. Total each 684

14 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal and salt as required. As per SOR Item No. 14.2 5 1 - -

15 Supplying, installation, testing and commissioning of following 230/250 volts LED street light fitting with all accessories like driver, heat sink made of die cast aluminium with IP 66 protection and 5 KV surge protection on pole bracket complete as required and furnishing 2 Yrs Guarantee certificate from manufacturer. 25-30 watt As per SOR Item No. 8.30.1 30 1 - -

Total each 4890

Add 3% for contengencies charge Rs.

Add 2% for supervision charge Rs.

S.O.R.- Based on C.G. PWD Electrical Works W E F 1-01-2015 Say Rs. (in Lacs).

Sub Engineer CG State Agriculture Marketing (Mandi) Board Sub-Division Office,Raipur Assistant Engineer CG State Agriculture Marketing (Mandi) Board Sub-Division Office, Raipur Executive Engineer CG State Agriculture Marketing (Mandi) Board, Division Office, Raipur

Technical Report

(1) Name of Work :- Construction of Boundary wall & Gate

(2) Situation of work :- Village- DATRENGA , Distt. RAIPUR

(3) Estimated cost :- 55.45 Lakhs

(4) Administrative Sanction :- Managing Director C.G. State Agriculture Marketing (Mandi) Board, Raipur

(5) Technical Sanction :- Supentending Engineer, C.G.State Agriculture Marketing (Mandi) Board, Raipur

(6) Necesity of Work :- To provide facielities for Stray & sick Animal and Calf from the City & Rural areas

(7) Technical Notes :- 1. R.C.C. 1:1.5:3 for structural work 2. Brickwork flyash brick in c:m- 1:6 3. 15mm plaster in C:M- 1:5 4. 12mm plaster in C:M- 1:5 5. Filling Moorum/ sand 6. steel TMT

(8) SOR Rates :- Rates are based on schedule of rates for Building Work in office of the Engineer in Chief P.W.D. Raipur (C.G.) in force from 01.01.2015

Technical Report

(1) Name of Work :- Construction of ANIMAL SHELTER

(2) Situation of work :- Village- DATRENGA , Distt. RAIPUR

(3) Estimated cost :- 201.76Lakhs

(4) Administrative Sanction :- Managing Director C.G. State Agriculture Marketing (Mandi) Board, Raipur

(5) Technical Sanction :- Executive Engineer, C.G.State Agriculture Marketing (Mandi) Board, Raipur

(6) Necesity of Work :- To provide facielities for Stray & sick Animal and Calf from the City & Rural areas

(7) Technical Notes :- 1. R.C.C. 1:1.5:3 for structural work 2. Brickwork flyash brick in c:m- 1:6 3. P.C.C. 1:1.5:3 for fooring 4. 12mm plaster in C:M- 1:5 5. Filling Moorum/ sand 6. steel TMT

(8) SOR Rates :- Rates are based on schedule of rates for Building Work in office of the Engineer in Chief P.W.D. Raipur (C.G.) in force from 01.01.2015

Rates are based on schedule of rates for Road Work in office of the Engineer in Chief P.W.D. Raipur (C.G.) in force from 01.01.2015

Rates are based on schedule of rates for Electrical Work in office of the Engineer in Chief P.W.D. Raipur (C.G.) in force from 15.04.2010

CONSTRUCTION OF ANIMAL SHELTER AT- DATRENGA DISTT. RAIPUR

S.NO. PARTICULAR'S UNIT COST RS. IN LACS sanctin 1'st phase

1 HOSPITAL BUILDING 1 no. 30.87 30.87 1

4 ANIMAL SHED 2 no. 29.48 29.48 2

5 SMALL ANIMAL SHED 2 no. 29.4 29.4 2

6 CALF SHED 1no. 9.29 9.29 1

8 CHAFF CUTTER & PADDY SHED 1 no. 5.03 5.03 1

9 MANGER (water & feeder) 1 no. 1.89 1.89 1

10 PUMP ROOM 1 no. 1.86 1.86 1

11 BOREWELL 1 no. 1.3 1.3 1

12 CHAIN LINKED FANCING (paddock) 245 mtr. 4.54 4.54 245m

13 BOUNDARY WALL & GATE 650 mtr. 55.45 55.45 650m

14 WBM & CC ROAD 200 mtr. 18.13 18.13 200m

15 CC DRAIN 400 mtr. 8.43 8.43 400m

16 EXTERNAL ELECTRIFICATION WORK 15 pole. 6.09 6.09 15

Sub Engineer CG State Agriculture Marketing (Mandi) Board Sub-Division Office,Raipur Assistant Engineer CG State Agriculture Marketing (Mandi) Board Sub-Division Office, Raipur

Executive Engineer CG State Agriculture Marketing (Mandi) Board, Division Office, Raipur

CONSTRUCTION OF ANIMAL SHELTER AT- DATRENGA DISTT. RAIPUR

S.NO. PARTICULAR'S UNIT COST RS. IN LACS sanctin 1'st phase

1 HOSPITAL BUILDING 1 no. 30.87 30.87 1

2 G-TYPE QUARTER 2 unit. 90.6

3 H-TYPE QUARTER 2 unit. 68.62

4 ANIMAL SHED 4 no. 58.96 29.48 2

5 SMALL ANIMAL SHED 5 no. 73.52 29.4 2

6 CALF SHED 2 no. 18.58 9.29 1

7 FEED GODOWN 1 no. 11.77

8 CHAFF CUTTER & PADDY SHED 1 no. 5.03 5.03 1

9 MANGER (water & feeder) 1 no. 1.89 1.89 1

10 PUMP ROOM 1 no. 1.86 1.86 1

11 BOREWELL 1 no. 1.3 1.3 1

12 CHAIN LINKED FANCING (paddock) 245 mtr. 4.54 4.54 245m

13 BOUNDARY WALL & GATE 650 mtr. 55.45 55.45 650m

14 WBM & CC ROAD 200 mtr. 18.13 18.13 200m

15 CC DRAIN 400 mtr. 8.43 8.43 400m

16 EXTERNAL ELECTRIFICATION WORK 15 pole. 6.09 6.09 15

Sub Engineer CG State Agriculture Marketing (Mandi) Board Sub-Division Office,Raipur Assistant Engineer CG State Agriculture Marketing (Mandi) Board Sub-Division Office, Raipur

Executive Engineer CG State Agriculture Marketing (Mandi) Board, Division Office, Raipur