Sr no/b6/V.S SAJA/68-1/MANDI-663/2026_27/3019/raipur/25.08.2026

OFFICE OF THE C.G. STATE AGRICULTURE MARKETING BOARD, DURG

DEVELOPMENT :- AT BLOCK- DHAMDHA , DISTT. -DURG (C.G.)

DETAILED ABSTRACT

SOR:-CGPWD ROAD WORKS AND BRIDGE WORKS ,INFORCE FROM 01.01.2025 AND INFORCE FROM 01.01.2025 AMMENDED UPTO DATE AND S.O.R.- Based on C.G. PWD Building Works w.e.f 01-01-2015 & S.O.R. for electrification works w.e.f 01.07.2015

S.NO. SIZE VILLAGE BLOCK VIDHANSABHA DISTT. NOS SIZE UNIT AMOUNT IN LACS PRASTAO

1 CEMENT CONCRETE ROAD WORKS NAGAR PANCHAYAT DHAMDHA PART DHAMDHA SAJA DURG 1 1728.00 SQM 19.80

2 ESTIMATE FOR THA CONSTRUCTION OF W.B.M ROAD WORKS NAGAR PANCHAYAT DHAMDHA DHAMDHA SAJA DURG 1 1506.00 SQM 10.00

3 DETAILED ESTIMATE FOR CONSTRUCTION OF ( 6 M X 5 SPAN ) SLAB CULVERT NAGAR PANCHAYAT DHAMDHA (PARODA NALA) BLOCK- DHAMDHA DISTT. DURG DHAMDHA SAJA DURG 1 6.00 X 5.00 SQM 79.00

4 DOME SHED PART A (GOND SAMAJ) AT VILLAGE - DHAMDHA (MAHAMYA MAINDIR) PART - A , BLOCK - DHAMDHA DISTT. DURG DHAMDHA SAJA DURG 1 26.00 X 18.00 SQM 31.93

5 DOME SHED PART B (GOND SAMAJ) AT VILLAGE - DHAMDHA (MAHAMYA MAINDIR) PART - B , BLOCK - DHAMDHA DISTT. DURG DHAMDHA SAJA DURG 1 18.80 X 8.55 SQM 14.70

6 URINAL ( LADIES AND GENTS ) (GOND SAMAJ) AT VILLAGE - DHAMDHA (MAHAMYA MAINDIR) , BLOCK - DHAMDHA DISTT. DURG DHAMDHA SAJA DURG 1 8.80 X 3.30 SQM 4.29

7 CEMENT CONCRETE ROAD WORKS (GOND SAMAJ) AT VILLAGE - DHAMDHA (MAHAMYA MAINDIR) , BLOCK - DHAMDHA DISTT. DURG DHAMDHA SAJA DURG 1 2467.50 SQM 17.33

8 ESTIMATE OF BOUNDARY WALL RAJPUR DHAMDHA SAJA DURG 1 _ SQM 19.90

GRAND TOTAL Rs:- 196.95

Sub-Engineer C.G. State Agricultural Marketing Board, Durg (C.G.) Asstt-Engineer C.G. State Agricultural Marketing Board, Durg (C.G.) Executive Engineer C.G. State Agricultural Marketing Board, Durg (C.G.)

C.G. STATE AGRICULTURE MARKETING BOARD durg

CEMENT CONCRETE road WORKS NAGAR PANCHAYAT DHAMDHA (A) AT :- DHAMDHA BLOCK:- DHAMDHA , DIST.- DURG ( CHHATTISGARH )

SOR:-CGPWD ROAD WORK INFORCED FROM 01.01.2025 AND AMMENDED UP TO DATE

S.NO. DESCRIPTION OF ITEM L W H QTY UNIT RATE AMOUNT

1 ITEM NO. -3.1 PAGE NO.-11 @ 237.00 PER CUM Excavation in Soil (by Manual Means.) Excavation for roadway in soil using including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto1000 meters as per relevant clauses of section 300. 19.80

GIRLS SCHOOL BEHIND TO PARODA NALA 1 288 6 0.10 172.80

2 ITEM NO. - 3.12 PAGE NO.-12 @ 238 PER CUM 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)

GIRLS SCHOOL BEHIND TO PARODA NALA 1 288 6 0.10 172.80

3 ITEM NO. - 3.13 PAGE NO.-12 @ 268 PER CUM Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area (Construction of sub-grade with approved material/selected soil having C.B.R.>8 (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)

GIRLS SCHOOL BEHIND TO PARODA NALA 1 288 6 0.10 172.80

4 ITEM NO. - 9.8 / (ii) PAGE NO.- 61 @ 4255.00 PER CUM Plain cement concrete complete as per drawing and Technical Specifications

GIRLS SCHOOL BEHIND TO PARODA NALA 1 288 6 0.20 345.6

5 ITEM NO. - 4.44 /4.11. (A) PAGE NO.-19 @ 327.00 PER CUM Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling and royalty charges etc. complete.

A With vibratory roller

GIRLS SCHOOL BEHIND TO PARODA NALA 2 288 1.00 0.20 115.2

TOTAL Rs. 1636589

Add contengencies charges 3% AMOUNT 49098

Add G.S.T charges 18% AMOUNT 294586

GRAND TOTAL Rs. 1980272

SAY RS :- 19.80

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

C.G. STATE AGRICULTURE MARKETING BOARD durg

ESTIMATE FOR THA CONSTRUCTION OF W.B.M ROAD WORKS NAGAR PANCHAYAT DHAMDHA PART -C AT VILLAGE :- DHAMDHA BLOCK:- DURG , DIST.- DURG (CHHATTISGARH )

SOR:-CGPWD ROAD WORK INFORCED FROM 01.01.2025 AND AMMENDED UP TO DATE

S.NO. DESCRIPTION OF ITEM L W H QTY UNIT RATE AMOUNT

W.B.M ROAD WORK

1 ITEM NO. -3.1 PAGE NO.-11 @ 237.00 PER CUM Excavation in Soil (by Manual Means.) Excavation for roadway in soil using including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto1000 meters as per relevant clauses of section 300.

S.L.R.M TO PARODA NALA PART -C 1 251.0 6.0 0.10 150.6 10.00

2 ITEM NO. -3.12 PAGE NO.-12 @ 238 PER CUM 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)

DESCRIPTION OF ITEM 1 251.0 6.0 0.20 301.2

3 ITEM NO. -3.13 PAGE NO.-12 @ 268 PER CUM Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area (Construction of sub-grade with approved material/selected soil having C.B.R.>8 (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)

S.L.R.M TO PARODA NALA PART -C 1 251.0 6.0 0.20 301.2

3 ITEM NO. -4.1 PAGE NO.-17 @ 1568 PER CUM Granular Sub-base as per Table:- 400-1 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

A Plant mix method (with Mechanically crushed stone only) (a) For Lower Sub-base with (i) Grading-III Material

DESCRIPTION OF ITEM 1 251.0 6.0 0.10 150.6

4 ITEM NO. -4.8/4.8(A)(I) PAGE NO.-16 @ 1755 PER CUM 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.)

Grading- I ( 63 to 45 mm size aggregate) (i) Using Screening Crushable type such as Moorum or Gravel

S.L.R.M TO PARODA NALA PART -C 1 251.0 6.0 0.075 113.0

5 ITEM NO. -4.8/4.8 /B(I) PAGE NO.-16 @ 1796 PER CUM TOTAL 112.95 CUM 1755.00 198227

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.)

Grading- II ( 53 to 22.4 mm size aggregate) (i) Using Screening Crushable type such as Moorum or Gravel

S.L.R.M TO PARODA NALA PART -C 1 251.0 6.0 0.075 113.0

5 ITEM NO. - 4.44 /4.11. (A) PAGE NO.-19 @ 327.00 PER CUM Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling and royalty charges etc. complete.

A With vibratory roller

S.L.R.M TO PARODA NALA PART -C 2 251.0 0.90 0.20 90.4

TOTAL Rs. 826711

Add contengencies charges 3% AMOUNT 24801

Add G.S.T 18% AMOUNT 148808

GRAND TOTAL Rs. 1000321

SAY RS :- 10.00

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

C.G. STATE AGRICULTURE MARKETING BOARD DURG

DETAILED ESTIMATE FOR CONSTRUCTION OF ( 6 M X 5 SPAN ) SLAB CULVERT AT NAGAR PANCHAYAT DHAMDHA (PARODA NALA) BLOCK- DHAMDHA DISTT. DURG

Note Rates are based on schedule of rates for Bridge Work and Road work in office of the Engineer in Chief P.W.D. Raipur (C.G.) in force from 01.01.2025 Cost Rs. 79.00 Lacs

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

item Nos. Length Width Depth

1 ITEM NO. - 2.1/ (I) / (i) PAGE NO.- 11 @ PER CUM 161 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 including dewatering etc. complete. (A) Ordinary Soil (i) Up to 3.00m depth abutment + return wall +pier 1 38.00 11.00 2.00 836.00

2 ITEM NO. - 2.6/ (A) / (i) PAGE NO.- 12 @ PER CUM 4791 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. (A) using concrete mixer (i) PCC Grade M-15 abutment 1 9.70 3.15 0.30 9.17

3 ITEM NO. - 2.6/ (A) / (ii) PAGE NO.- 12 @ PER CUM 5135 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. (A) using concrete mixer (ii) PCC Grade M-20 abutment UPTO BED LEVEL 2 8.93 2.40 1.70 72.87

abutment ABOVE BED LEVEL 2 7.88 1.35 3.20 68.08

return wall UPTO BED LEVEL 4 4.00 2.63 1.70 71.54

return wall ABOVE BED LEVEL 4 3.48 1.55 3.20 69.04

pier FOOTING 4 8.00 3.00 0.50 48.00

COPING ABOVE T/P 4 6.40 1.50 0.30 11.52

4 ITEM NO. - 2.9 / (B) /(b) / (iv) PAGE NO.- 13 @ PER CUM 6235 Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification as per clauses of section 1200,1500 and 1700. (b) With Batching Plant, Transit Mixer and Concrete Pump (ii) PCC Grade M-25 COPING ABOVE ABUTMENT 2 7.50 0.70 0.20 2.10

ABOVE RETURN 4 4.50 0.40 0.69 4.97

5 ITEM NO. - 4.1 / (A) / (I) / (a) / (i) PAGE NO.- 26 @ PER CUM 6678 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (Newly laid concrete shall be covered by gunny bags). A RCC Grade M25 I For Solid Slab Super Structure (a) Using Concrete Mixer (i) Height upto 5m SLAB 5 6.00 6.10 0.49 89.67

6 ITEM NO. - 4.1 / (B) /(I) / (a) / (i) PAGE NO.- 26 @ PER CUM 6788 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (Newly laid concrete shall be covered by gunny bags). B RCC Grade M30 I For Solid Slab Super Structure (a) Using Concrete Mixer (i) Height upto 5m WEARING 5 6.00 6.00 0.075 13.50

7 ITEM NO. - 2.25 / PAGE NO.- 17 @ PER TON 79298 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600. SKIN REINFORCEMENT 48 519.33 24927.83

SLAB/WEARING/KERB/COPING PIER 100 98.94 9894.30

8 ITEM NO. - 4.18 / PAGE NO.- 32 @ PER SQM 1212 Filler Joint (B) Providing and fixing 20mm thick compressible fiber board (12mm longx 25cm deep) in expantion joint complete as per drawing and technical specification. 6 6.10 0.49 - 17.93

9 ITEM NO. - 3.18 / PAGE NO.- 23 @ PER SQM 66 Providing and fixing in position tar paper bearing for slab as per approved drawings and specification. ABOVE abutment 2 6.10 0.40 - 4.88

ABOVE pier 4 6.10 0.90 - 21.96

10 ITEM NO. - 3.10 PAGE NO.- 22 @ PER CUM 1011 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200. (i) Granular material 2 3.48 4.34 3.19 96.22

12 ITEM NO. - 3.9 PAGE NO.- 22 @ PER METER 438 Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia. AC pipe, extending through the full width of the structure with slope of 1 V: 20 H towards drawing face. Complete as per drawing and Technical specifications section 2706 and 2200. - 50.00

13 ITEM NO. - 4.12 PAGE NO.- 31 @ PER METER 1531 Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification and as per relevant clauses of section 1900 and 2703.2 2 30.00 60.00

Total Rs. 6528536.84

Add 3% for contengencies charges 195856.11

Add 18% for G.S.T. charges 1175136.63

Grand Total Rs. 7899529.57

Note:- Rates are based on schedule of rates for Bridge and Road Work in office of the Engineer in Chief P.W.D. Raipur (C.G.) in force from 01.01.2025 Lacs

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

C.G. STATE AGRICULTURE MARKETING BOARD RAIPUR

DETAILED ESTIMATE FOR CONSTRUCTION OF DOME SHED SIZE (26 X 18 ) WORK (GOND SAMAJ) AT VILLAGE - DHAMDHA (MAHAMYA MAINDIR) PART - A , BLOCK - DHAMDHA DISTT. DURG ( CHHATTISGARH )

OR:-CGPWD BUILDING WORKS , ROAD WORKS , ELECTRICALS WORK AND BRIDGE WORKS INFORCE FROM 01.01.2015 AND AMMENDED UPTO DATE

S.NO DESCRIPTION OF ITEMS NO LENGTH WIDTH HEIGHT 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).

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

UP TO BELOW GROUND LEVEL

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).

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

square footing 28 1.50 1.50 0.30 18.90

square footing 28 1.20 1.20 0.30 12.10

column up to below ground beam 28 0.40 0.30 0.90 3.02

column up to below flooring 28 0.40 0.30 0.60 2.02

5 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).

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

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

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

square footing 28 4 1.50 0.30 50.4

square footing 28 4 1.20 0.30 40.32

column up to below ground beam 28 2 0.40 0.90 20.16

ground beam 1 2 26.00 0.30 15.6

column up to below flooring 28 2 0.40 0.60 13.44

8 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

Excavation Quantity 99.78

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.

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)

UP TO BELOW GROUND LEVEL

UP TO BELOW FLOORING LEVEL

11 Neat Cement punning.

12 Providing and making 12mm thick cement plaster of mix

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

13 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.

14 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

15 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.

16 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)

17 Structural steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer. .

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

19 Finishing walls with water proofing cement paint of required shade to give an even shade.On new work (Two or more coats applied @ 3.84 kg/10 sqm)

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

TOTAL AMOUNT 3099979

COVERED SHED ( SIZE - 26.00 X 18.00 METER ) 01 NOS COST Rs. 3099979

Add 3% for contengencies charges 92999

GRAND TOTAL AMOUNT 3192979

Say Rs.( in Lacs) 31.93

Sub-Engineer Asstt-Engineer Executive Engineer

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

Division Office Raipur, Distt. Durg

C.G. STATE AGRICULTURE MARKETING BOARD RAIPUR

DETAILED ESTIMATE FOR CONSTRUCTION OF DOME SHED SIZE (18.80 X 8.55 ) WORK (GOND SAMAJ) AT VILLAGE - DHAMDHA (MAHAMYA MAINDIR) PART B , BLOCK - DHAMDHA DISTT. DURG ( CHHATTISGARH )

OR:-CGPWD BUILDING WORKS , ROAD WORKS , ELECTRICALS WORK AND BRIDGE WORKS INFORCE FROM 01.01.2015 AND AMMENDED UPTO DATE

S.NO DESCRIPTION OF ITEMS NO LENGTH WIDTH HEIGHT 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).

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

UP TO BELOW GROUND LEVEL

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).

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

square footing 18 1.50 1.50 0.30 12.15

square footing 18 1.20 1.20 0.30 7.78

column up to below ground beam 18 0.40 0.30 0.90 1.94

column up to below flooring 18 0.40 0.30 0.60 1.30

5 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).

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

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

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

square footing 18 4 1.50 0.30 32.4

square footing 18 4 1.20 0.30 25.92

column up to below ground beam 18 2 0.40 0.90 12.96

ground beam 1 2 18.80 0.30 11.28

column up to below flooring 18 2 0.40 0.60 8.64

8 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

Excavation Quantity 64.03

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.

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)

UP TO BELOW GROUND LEVEL

UP TO BELOW FLOORING LEVEL

11 Neat Cement punning.

12 Providing and making 12mm thick cement plaster of mix

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

13 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.

14 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

15 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.

16 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)

17 Structural steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer. .

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

19 Finishing walls with water proofing cement paint of required shade to give an even shade.On new work (Two or more coats applied @ 3.84 kg/10 sqm)

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

TOTAL AMOUNT 1427230

COVERED SHED ( SIZE - 18.80 X 8.55 METER ) 01 NOS COST Rs. 1427230

Add 3% for contengencies charges 42817

GRAND TOTAL AMOUNT 1470047

Say Rs.( in Lacs) 14.70

Sub-Engineer Asstt-Engineer Executive Engineer

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

Division Office Raipur, Distt. Durg

OFFICE OF THE MANAGING DIRECTOR,C.G. STATE AGRICULTURE MARKETING (MANDI) BOAR DURG

DETAIL ESTIMATE OF CONSTRUCTION OF urinal ( LADIES AND GENTS ) WORK(GOND SAMAJ) AT VILLAGE - DHAMDHA (MAHAMYA MAINDIR) , BLOCK - DHAMDHA DISTT. DURG ( CHHATTISGARH )

S.O.R.- Based on C.G. PWD Building Works w.e.f 01-01-2015 & S.O.R. for electrification works w.e.f 01.07.2015

S. No. SOR ITEM No. Description of items Detail Detail of Measurments Qty Tender Qty Unit Tender Rate Tender Amount

1 BUILDING SOR No. 1.2/9 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 BUILDING SOR No. 1.1.1/9 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.

Toilet steps 2 x 1 2.30 1.50 0.20 1.38

3 BUILDING SOR No. 1.6.1/10 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. Extra for every additional lift of 1.5 m or part thereof. All types of soils S/T 1 x 1 3.50 3.20 0.30 3.36

4 BUILDING SOR No. 3.1.3/23 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).

Toilet steps 2 x 1 2.30 1.50 0.10 0.69

Gents& Ladies 2 x 1 2.90 1.20 0.10 0.70

5 BUILDING SOR No. 3.1.2/24 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).

C2 Column Footing 6 x 1 1.20 1.20 0.30 2.59

C2 Col. Upto Lintel level 6 x 1 0.20 0.20 2.10 0.50

6 BUILDING SOR No. 3.4/23 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:

C2 Col. Upto Lintel level 6 x 1 0.20 0.20 2.10 0.50

7 BUILDING SOR No. 3.12.1/24 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 Hence (total rcc qty) * 120 kg/cum 1123.68

8 BUILDING SOR No. 2.1.1/16 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.

C2 Column Footing 6 x 4 1.20 ₋ 0.30 8.64

Ground beam 1 x 2 30.30 ₋ 0.20 12.12

9 BUILDING SOR No. 2.1.5/16 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

C2 Col. Upto Lintel level 6 x 4 0.20 0.20 2.10 10.08

10 BUILDING SOR No. 2.1.8/16 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Beams, lintels, cantilevers & walls

11 BUILDING SOR No. 2.1.3/16 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. Door bend 2 x 2 6.40 - 0.15 3.84

12 BUILDING SOR No. 2.1.10/17 Providing and fixing formwork including centering, shuttering, strutting, proping, brecing etc. complete and including its removal at all levels, for: Folded plates slabs S/T slab 1 x 1 2.70 1.60 - 4.32

13 BUILDING SOR No. 2.1.7/17 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)

Deduct walls(-) 1 x 1 17.30 0.20 - -3.46

14 BUILDING SOR No. 1.17/11 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M. 50% of the excavated Qty 21.35

15 BUILDING SOR No. 1.18/11 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.

Gents& Ladies 2 x 1 2.90 1.20 0.60 4.18

Step platforms 2 x 1 1.20 1.20 0.60 1.73

16 BUILDING SOR No. 7.5.4/46 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)

Walls upto PL 1 x 1 30.30 0.40 0.25 3.03

Walls upto Lintel level 1 x 1 30.30 0.20 2.10 12.73

Walls upto Top level 1 x 1 21.50 0.20 0.30 1.29

17 BUILDING SOR No. 7.6/46 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) Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

Walls upto Lintel level 1 x 1 30.30 0.20 2.10 12.73

Walls upto Top level 1 x 1 21.50 0.20 0.30 1.29

18 BUILDING SOR No. 3.13/24 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.

19 BUILDING SOR No. 11.2.2/87 06mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand)

20 BUILDING SOR No. 11.2.3/96 12mm thick cement plaster of mix In cement mortar 1:5 ( 1cement : 5 fine sand)

Walls upto PL 1 x 1 28.50 - 0.45 12.83

wall above PL 1 x 1 20.30 - 2.80 56.84

Deduct Doors (-) D3 2 x 2 0.80 - 1.20 -3.84

21 BUILDING SOR No. 11.3.3/103 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) Qty same as Item No. 19 77.08

22 BUILDING SOR No. 9.15/81 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.

23 BUILDING SOR No. 9.16.2/82 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. Angle-iron frames Toilet doors D3 Angle 35x35x5mm 2 x 2 3.70 2.60 Kg/m 38.48

24 BUILDING SOR No. 14.22.1/135 Painting on new work (two or more coats) to give an even shade with: Satin synthetic enamel paint Lump Sump 150.00

25 BUILDING SOR No. 14.10.1/133 Wall painting with acrylic premium emulsion (plastic) paint of required shade to give an even shade.On new work (two or more coats) Total Qty of (Inner plaster area) 255.06

26 BUILDING SOR No. 14.15.1/133 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) Total Qty of (outer plaster area) 177.98

27 BUILDING SOR No. 12.37.3/116 Chequerred precast cement concrete tiles 22mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tile including cleaning of joint etc complete on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) Dark shade using ordinary cement

Platforms 2 x 1 1.20 1.20 ₋ 2.88

28 BUILDING SOR No. 14.13/133 Providing and applying 2mm thick ready mix exterior grade approved make putty (like Birla wall care, Alltek Superfine W/R of (NCL), Asian, ICI, Nerolac, J.K. wall putty) on walls to make the surface smooth and even. Qty same as Item No. 28 177.98

29 BUILDING SOR No. 8.149.1/73 Providing and fixing factory made PVC door shutters of specified thickness made of styles and rails of a UPVC hollow section of specified size 59x24 mm and wall thickness 2 mm ± 0.2 mm with inbuilt edging on both sides. The styles and rails mitred and joined at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws 24 mm thick door shutters with styles and rails of size 59x24 mm Toilet door shutters 2 x 2 0.80 ₋ 2.00 6.40

30 BUILDING SOR No. 12.9.1/112 Providing and laying ceramic glazed floor tiles conforming to IS : 15622 of approved size, make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.Size 300x300mm Bath 2 x 1 1.50 1.50 ₋ 4.50

31 BUILDING SOR No. 12.7.1/111 Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete.Size upto 200x300mm Bath 2 x 1 5.20 ₋ 2.10 21.84

TOTAL Rs. 352819.28

Add 9 % electrification work 31753.74

Add 9 % water supply&Sanitary installation work 31753.74

TOTAL COST Rs. 416326.76

Add 3% for contengencies charges 12489.80

GRAND TOTAL COST Rs. 428816.56

Say Rs. ( in Lacs) 4.29

SUB ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER

C.G. STATE AGRICULTURE MARKETING (MANDI) BOARD RAIPUR,DIVISION-DURG

C.G. STATE AGRICULTURE MARKETING BOARD durg

CEMENT CONCRETE road WORKS (GOND SAMAJ) AT VILLAGE - DHAMDHA (MAHAMYA MAINDIR) , BLOCK - DHAMDHA DISTT. DURG ( CHHATTISGARH )

SOR:-CGPWD ROAD WORK INFORCED FROM 01.01.2025 AND AMMENDED UP TO DATE

S.NO. DESCRIPTION OF ITEM L W H QTY UNIT RATE AMOUNT

1 ITEM NO. -3.1 PAGE NO.-11 @ 237.00 PER CUM Excavation in Soil (by Manual Means.) Excavation for roadway in soil using including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto1000 meters as per relevant clauses of section 300.

PART G RAJA KILLA 1 100.00 20.00 0.10 200.00

2 ITEM NO. - 3.12 PAGE NO.-12 @ 238 PER CUM 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)

PART G RAJA KILLA 1 100.00 20.00 0.10 200.00

3 ITEM NO. - 3.13 PAGE NO.-12 @ 268 PER CUM Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area (Construction of sub-grade with approved material/selected soil having C.B.R.>8 (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)

PART G RAJA KILLA 1 100.00 20.00 0.10 200.00

4 ITEM NO. - 9.8 / (ii) PAGE NO.- 61 @ 4255.00 PER CUM Plain cement concrete complete as per drawing and Technical Specifications

PART G RAJA KILLA 1 100.00 20.00 0.10 200.00

TOTAL Rs. 1432178

Add contengencies charges 3% AMOUNT 42965

Add G.S.T charges 18% AMOUNT 257792

GRAND TOTAL Rs. 1732935

SAY RS :- 17.33

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

OFFICE OF THE C.G. STATE AGRICULTURAL MARKETING (MANDI) BOARD DURG (C.G.)

DETAILED ESTIMATE OF BOUNDARY WALL GAUTHAN- RAJPUR PART -A, BLOCK-DHAMDHA,DISTT-DURG (C.G)

SN CODE ITEM MEASURMENT QTY UNIT RATE AMOUNT

SOR:-CGPWD BUILDING WORK INFORCED FROM 01.01.2015 AND AMMENDED UP TO DATE

1 1.2 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). 1 15.20 2.00 30.40

2 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

1.1.1 In all types of soil

3 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

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

4 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

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

BUTTRESS 4 0.60 0.30 0.72

5 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

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

6 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

7 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:

Thermo-Mechanically treated bars FE 415 110 Kg/cum 568.33 Kg

8 7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:

7.5.3 Cement Mortar 1:5 (1 cement : 5 coarse sand)

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

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

BUTTRESS 2 1.00 2.00 4.00

10 11.3 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix:

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

BUTTRESS 2 1.00 2.00 4.00

11 14.12 Applying one coat of cement primer on wall surface (applied @ 0.80 litrs/10 sqm) complete. 34.40+34.40 68.80

12 9.2 Structural steel work riveted or bolted or welded in built-up sections, trusses and frames work upto a height of 5m above plinth level, including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer.

13 9.39 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) 5 15.20 76.00

TOTAL 76.00 meter 9.40 714.40

14 14.16 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer. 9.6.1 In stringers, treads, landings

14.16.1 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 1.00 6.00 1.80 50.00 540.00

TOTAL 540.00 kg/sqm 68.00 129.52

15 14.22 Painting on new work (two or more coats) to give an even shade with:

14.22.1 Satin synthetic enamel paint

16 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) TOTAL QTY ITEM 10 68.80

For 15.20 Meter 1 No. Span TOTAL Rs. 103576.91

For per Meter Cost 6814.27

Add contingencies charges 3% 57955.37

GRAND TOTAL Rs. 1989801.08

Say Rs (lakh) 19.90

SUB ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER

CG STATE AGRICULTURE MARKETING MANDI BOARD DURG, DIVISION- DURG DISTT. - DURG