NIT No.203/TC/26-27

MODEL ESTIMATE FOR NEW CONSTRUCTION ROAD 7.00 M WIDE CARRIAGEWAY ( 1.00 Km. Length )

S.NO. MSA TOTAL THICKNESS EMBANKMENT SUB GRADE GSB WMM DBM BM BC MSS SDBC NEW CONSTRUCTION ROAD WIDENING ROAD STRENGTHENING ROAD

NEW CONSTRUCTION WIDENING 3.75 (In Lacs) 5.50 (In Lacs) 7.00 (In Lacs) 3.00 TO 7.00 (In Lacs) 5.50 TO 7.00 (In Lacs) 3.00 TO 7.00 (In Lacs) 5.50 TO 7.00 (In Lacs)

CBR Test of Soil [IS:2720 [Part-16]

Name of Road :- Muli-Chapapadar To Bakawand Road

Sample No: 1 Date: 15/02/2024

Sample Details: CH -1500 Proving Ring Factor 2.274

Time of Penetration @ 1.25mm/Min Penetration Coordinate at X axis for the Penetration Values Proving Ring Reading Load Intensity (kg/cm2) (A) x One divn. Value Area of Plunger Corrected Load Intensity (kg/cm2) standard load Intensity (kg/cm2) Unsoaked/Soaked CBR (%) C x 100/D Average CBR (%)

Min - Sec. (mm) (mm) I I I Std. I ii iii

Av. C.B.R. at 2.5 mm penetration: 8.11 %

Av. C.B.R. at 5.0 mm penetration: 5.95 %

Av. Saturation Moisture Content : 23.90 %

CBR Test of Soil [IS:2720 [Part-16]

Name of Road :- Khodsanar-Padeli-Hadeli Road

Sample No: 3 Date: 20/02/2024

Sample Details: CH - 2950 Proving Ring Factor 2.274

Time of Penetration @ 1.25mm/Min Penetration Coordinate at X axis for the Penetration Values Proving Ring Reading Load Intensity (kg/cm2) (A) x One divn. Value Area of Plunger Corrected Load Intensity (kg/cm2) standard load Intensity (kg/cm2) Unsoaked/Soaked CBR (%) C x 100/D Average CBR (%)

Min - Sec. (mm) (mm) I I I Std. I ii iii

Av. C.B.R. at 2.5 mm penetration: 8.02 %

Av. C.B.R. at 5.0 mm penetration: 5.89 %

Av. Saturation Moisture Content : 23.90 %

CBR Test of Soil [IS:2720 [Part-16]

Name of Road :- Khodsanar-Padeli-Hadeli Road

Sample No: 4 Date: 20/02/2024

Sample Details: CH - 4000 Proving Ring Factor 2.274

Time of Penetration @ 1.25mm/Min Penetration Coordinate at X axis for the Penetration Values Proving Ring Reading Load Intensity (kg/cm2) (A) x One divn. Value Area of Plunger Corrected Load Intensity (kg/cm2) standard load Intensity (kg/cm2) Unsoaked/Soaked CBR (%) C x 100/D Average CBR (%)

Min - Sec. (mm) (mm) I I I Std. I ii iii

Av. C.B.R. at 2.5 mm penetration: 8.06 %

Av. C.B.R. at 5.0 mm penetration: 5.91 %

Av. Saturation Moisture Content : 23.90 %

CBR Test of Soil [IS:2720 [Part-16]

Name of Road :- Khodsanar-Padeli-Hadeli Road

Sample No: 5 Date: 20/02/2024

Sample Details: CH - 4950 Proving Ring Factor 2.274

Time of Penetration @ 1.25mm/Min Penetration Coordinate at X axis for the Penetration Values Proving Ring Reading Load Intensity (kg/cm2) (A) x One divn. Value Area of Plunger Corrected Load Intensity (kg/cm2) standard load Intensity (kg/cm2) Unsoaked/Soaked CBR (%) C x 100/D Average CBR (%)

Min - Sec. (mm) (mm) I I I Std. I ii iii

Av. C.B.R. at 2.5 mm penetration: 8.06 %

Av. C.B.R. at 5.0 mm penetration: 5.91 %

Av. Saturation Moisture Content : 23.90 %

CBR Test of Soil [IS:2720 [Part-16]

Name of Road :- Khodsanar-Padeli-Hadeli Road

Sample No: 6 Date: 20/02/2024

Sample Details: CH - 5950 Proving Ring Factor 2.274

Time of Penetration @ 1.25mm/Min Penetration Coordinate at X axis for the Penetration Values Proving Ring Reading Load Intensity (kg/cm2) (A) x One divn. Value Area of Plunger Corrected Load Intensity (kg/cm2) standard load Intensity (kg/cm2) Unsoaked/Soaked CBR (%) C x 100/D Average CBR (%)

Min - Sec. (mm) (mm) I I I Std. I ii iii

Av. C.B.R. at 2.5 mm penetration: 8.07 %

Av. C.B.R. at 5.0 mm penetration: 5.92 %

Av. Saturation Moisture Content : 23.90 %

COMPARISION WITH NORMATIVE COST

New Construction :- 3.75 m/5.50m/7.00m Carriage way

Strengthening & Widening :- 3.75 to 5.50m/3.75 to 7.00m/5.50 to 7.00m Carriage way

Reconstruction :- 3.00m to 5.50m/3.00m to 7.00m Carriage way

Over Lay :- 5.50m / 7.00m Carriage way

S.NO PARTICULAR Normative Cost Estimated Cost Justification of Excess/ Saving

1 Part - I : Road Work

(i) Fexible Pavement 167.39 0.00

(ii) Rigid Pavement

2 Part - II Bridge & Culvert

(i) 1R X 1000MM DIA H.P.C #REF! 146.845

(ii) 2.00 m Span Slab Culvert #REF!

(iii) 4.00 m Span Slab Culvert #REF! 0 25-Jun-012

(iv) 6.00 m Span Slab Culvert #REF!

(v) 8.00 m Span Slab Culvert #REF! For Price rice in subsequent Year @5% per year for Three year

(vi) Toe Wall Pitching (100 M) 9.26

(vii) RCC Retaining Wall (100 M ) 29.67

#REF! #REF! #REF! 381.5 381.5

1.00 X 1.00 M. R.C.C. DRAIN (FOR ONE SIDE)

S. NO SOR Item PARTICULAR QTY UNIT RATE AMOUNT

1 3.25 Construction of RCC Drain/Cover/Chamber

(i) 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.) #REF! Cum 140.00 #REF!

(ii) 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 #REF! Cum 4146.00 #REF!

(ii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications. #REF! MT. 56301.00 #REF!

2 9.9 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.

(i) PCC Grade M15 #REF! Cum 3768.00 #REF!

Say (in Lacs) : #REF!

#REF! #REF! #REF!

1.00 X 1.00 M. R.C.C. DRAIN (FOR ONE SIDE)

S. NO SOR Item PARTICULAR NO L B H/D QUANTITY UNIT

1 3.25 Construction of RCC Drain/Cover/Chamber

(i) 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.)

for village 1 #REF! 1.60 1.00 #REF! cum

(ii) 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

Raft 1 #REF! 1.30 0.15 #REF! Cum

wall 2 #REF! 0.150 1.00 #REF! Cum

(iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.

Long dia 10 mm, ( 150 mm c/c) 22 #REF! 0.62 Kg/m #REF!

Cross dia 10 mm ( 150 mm c/c) #REF! 3.30 0.62 Kg/m #REF!

2 9.9 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.

(i) PCC Grade M15

Drain Base 1 #REF! 1.60 0.15 #REF! Cum

DESIGN OF FLEXIBLE PAVEMENT FOR 2 MSA TRAFFIC

AS PER IRC:37-2018

FOR 15 YEARS DESIGN LIFE

S.NO. DESIGN INPUT PARAMETERS : Values/Calculation

1 Vehicle Damaging Factor (VDF) Table no.4.2 F : 1.7

2 Design Life,n n : 15 Years

3 Sub Grade CBR : 8.00%

4 Embankment C.B.R : 5.00%

5 Number of commercial vehicle per day (CVPD) at last count (ref:Traffic Census Sheet) P : #REF! CVPD

6 Number of years between the last count and the year of completion of construction X : 2 Years

7 Annual growth rate of commercial vehicles for 6.0 %, r = 0.06 ( Para 4.6.1 IRC:37-2018) r : 0.06

8 Lane Distribution Factor as per ( Para 4.5.1 IRC:37-2018) D : 1.0

9 Poisson Ratio : 0.35

10 Type Pressure : 0.56 Mpa

DESIGN TRAFFIC CALCULATION :

9 Traffic in the year of completion A=P (1+r)X A : #REF! CVPD

10 Design Traffic (N) = 365*[(1+r)n-1]*A*D*F/r : #REF!

EFFECTIVE CBR CALCULATION

11 MR of Subgrade Soil 17.6*(8)0.64 = : 66.6 Mpa

12 MR of Embankment Soil 10*5 = : 50 Mpa

13 Surface Deflection as per IITPAVE : 2.35 mm

14 Radius of Circular Contact Area,a : 150.8 mm

15 Effective Resilient Modulus of Subgrade,MRS : 63.07 MPa

16 Effective CBR 7.350 %

STRESS AND STRAIN ANALYSIS USING IITPAVE:

17 Volume of Air Voids (Va) : 4.5% (As per Clause 12.3 of IRC:37:2018)

18 Volume of Air Voids (Vb) : 10.5% (As per Clause 12.3 of IRC:37:2018)

19 Adjustment Factor C : 1.12% (As per Clause 12.3 of IRC:37:2018)

20 Grade of Bitumen : VG 30 (As per Clause 12.3 of IRC:37:2018)

21 Tyre Pressure : 0.56 Mpa

22 Thickness of MSS : 20mm

23 Thickness of Wet mix Macadam (BM) : 50mm

24 Thickness of Wet mix Macadam (WMM) : 225mm

25 Thickness of Granular Sub Base (GSB) : 150mm

26 Total Bituminous Layer Thickness : 70mm

27 Total Granular Thickness : 375mm

28 Resilient Modulus of Bituminous Layers (MSS + BM) : 700 Mpa

29 Resilient Modulus of Granular Layer : 0.2(375)0.45 x 63.06 =

30 Poisson's Ratio of BC,DBM : 0.35 (Table 11.1)

31 Poisson's Ratio of Subgrade : 0.35 (Table 11.1)

32 Maximum Permissible Horizontal Tensile Strain at the bottom of BM for 80% reliabillity as per Equ. 3.3 of IRC:37-2018 comes out to be 620x10-6

33 Maximum Permissible Vertical Compressive Strain at the Top of Subgrade for 80% reliabillity as per Equ. 3.3 of IRC:37-2018 comes out to be 980x10-6

STRAIN ANALYSIS

1 Bituminous Surfacing

S.NO. Strain Type Maximum Permissible Strain Strain Computed from IITPAVE Remark

1 Tensile Strain at the bottom of BM for Fatigue 620 x 10-6 499 x 10-6 Safe for Fatigue

2 Compressive Strain at the Top of Subgrade for Rutting 980 x 10-6 719 x 10-6 Safe for Rutting

Hence Provide 150mm GSB, 225mm WMM, 50mm BM, and 20mm MSS.

#REF! #REF! #REF!

S. NO SOR Item PARTICULAR QTY UNIT RATE AMOUNT

1 2.1 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 #REF! Cum 146.00 #REF!

2 2.6 A (I) Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. #REF! Cum 4613.00 #REF!

A Using concrete mixer (i) PCC Grade M15

3 2.6 A (VI) Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. #REF! Cum 5979.00 #REF!

A Using concrete mixer (vi) RCC Grade M25

4 2.24 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600. #REF! MT 68693.00 #REF!

5 3.6 D (a) (ii) Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags).

Height upto 5m Using concrete Mixer R.C.C. Grade M-25 #REF! Cum 6339.00 #REF!

6 3.7 Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200. #REF! MT 69002.00 #REF!

7 3.9 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 #REF! Cum 905.00 #REF!

8 3.8 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. #REF! RM 321.00 #REF!

9 3.10 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200.

#REF! Cum 1926.00 #REF!

Total : #REF! #REF! #REF!

Say (in Lacs) : #REF!

SUB ENGINEER #REF! #REF!

S. NO SOR Item PARTICULAR NO L B H/D QUANTITY UNIT

1 2.1 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

R/WALL 1 #REF! 2.40 1.50 #REF! cum

Total:- #REF! cum

2 2.6 A (I) Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.

A Using concrete mixer (i) PCC Grade M15 1 #REF! 2.40 0.15 #REF! Cum

Total:- #REF! Cum

3 2.6 A (VI) Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.

A Using concrete mixer (vi) RCC Grade M25 1 #REF! 2.10 0.3 #REF!

Wall up to Ground Level 1 #REF! (0.5+0.44)/2 1.2 #REF!

Total:- #REF! Cum

4 2.24 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.

.@ of 50kg/Cum.of S.No. 3 #REF!

Total:- #REF! MT

5 3.6 D (a) (ii) Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags).

Height upto 5m Using concrete Mixer R.C.C. Grade M-25 1 #REF! (0.3+0.44)/2 3 #REF!

Total:- #REF! Cum

6 3.7 Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200.

.@ of 50kg/Cum.of S.No. 5 #REF!

Total:- #REF! MT

7 3.9 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

Outer Side 1 #REF! 0.70 1.2 #REF!

Inner Side 1 #REF! 0.90 1.2 #REF!

Total:- #REF! cum

8 3.8 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.

1 #REF! 0.40 #REF!

1 #REF! 0.35 #REF!

Total:- #REF! RM

9 3.10 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200.

1 #REF! 0.60 3.000 #REF! Cum

Total:- #REF! Cum

DETAILED ESTIMATE FOR CONSTRUCTION OF 2.00M SPAN SLAB CULVERT

S.NO SOR Item/Page PARTICULAR NO L B H/D QUANTITY UNIT RATE AMOUNT

1 #REF! Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead upto 1000 meters and as per relevant clauses of section-200 in

(i) Lime / Cement Concrete

B Cement Concrete Grade M-15 & M-20

Deduction For pipe 0 3.14 0.55 2 1.11 0.00

#REF! Removing all type of hume pipes and stacking within a lead upto 1000 meters including earthwork and dismantling of masonry works around pipes.

A Up to 1000 mm dia

1 2.1 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.)

A Ordinary soil

(i) Upto 3 m depth

2 2.3 Sand Filling in Foundation Trenches as per Drawing & Technical Specification

3 2.6 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications

(i) PCC Grade M15

(ii) PCC Grade M20

4 3.6 Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200

A Height upto 5m

(a) Using concrete Mixer

(i) P.C.C. Grade M-20

5 3.6 Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags).

A Height upto 5m

(a) Using concrete Mixer

R.C.C. Grade M-20

For Abutment Cap 2 10.00 0.70 0.20 2.80

For Return Coping 4 2.30 0.40 0.15 0.55

6 4.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super structure as per drawing and Technical Specification sections 1500, 1600 and 1700

B RCC Grade M30

I For Solid Slab Super Structure 51.52 0.05152

(a) Using Concrete Mixer

(i) Height upto 5 m

For Solid Slab 1 10.00 2.60 0.30 7.80

7 4.2 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications and 2200 the rate of 100 kg/cum. Of (5.15+7.80) 1.295

8 #REF! Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specifications

8 3.17 Providing and fixing in position tar paper bearing for slab as per approved drawing and specification

9 4.14 Filler joint

B Providing & fixing 20 mm thick compressible fiber board ( 12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification.

10 3.9 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

11 3.8 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 1V :20H towards drawing foce. Complete as per drawing and Technical specifications section 2706 and 2200

Abutment 7x2 1.2 - - 16.80

Returns 2x8 0.9 - - 14.40

12 3.12 Construction of embankment / sub grade with Material Obtained from Borrow Pits (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)

Diversion Road 1 50 5.50 0.30 82.50

13 4.1 Construction of granular sub-base by providing close 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) '

(b) For Sub-base cum drainage layer or upper sub-base with (ii) Grading-VI Material

14 #REF! 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.)

A Grading- II (Using Screening Crushable type such as Moorum or Gravel)

(i) Using Screening Crushable type such as Moorum or Gravel

15 #REF! Drainage Spouts complete as per drawing and Technical specifications of section 2705

14 3.10 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200

TOTAL 1205586.00

SUB ENGINEER Sub Divisional Officer EXECUTIVE ENGINEER

DETAILED ESTIMATE FOR CONSTRUCTION OF TWO SPAN 10.0M SLAB CULVERT

S.NO SOR Item/Page PARTICULAR NO L B H/D QUANTITY UNIT RATE AMOUNT

1 #REF! Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead upto 1000 meters and as per relevant clauses of section-200 in

(i) Lime / Cement Concrete

B Cement Concrete Grade M-15 & M-20

Deduction For pipe 0 3.14 0.55 2 1.11 0.00

#REF! Removing all type of hume pipes and stacking within a lead upto 1000 meters including earthwork and dismantling of masonry works around pipes.

A Up to 1000 mm dia

1 2.1 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.)

A Ordinary soil

(i) Upto 3 m depth

2 2.3 Sand Filling in Foundation Trenches as per Drawing & Technical Specification

3 2.6 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications

(i) PCC Grade M15

(ii) PCC Grade M20

4 2.24 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 at the rate of 10kg/cum of s. no 03

5 3.6 Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags).

A Height upto 5m

(a) Using concrete Mixer

(i) P.C.C. Grade M-20

6 3.6 Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags).

A Height upto 5m

(a) Using concrete Mixer

R.C.C. Grade M-20

7 3.7 Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub structure complete as per drawing and technical specifications section 1600 and 2200. AT THE RATE OF 10 KG/CUM OF S.NO05 &100KG&S.NO 06 5.07 MT 69002.00 349905.00

8 4.1 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700

For Abutment Cap 0 10.00 0.70 0.20 0.00

For Return Coping 0 2.30 0.40 0.15 0.00

B RCC Grade M30

I For Solid Slab Super Structure

(a) Using Concrete Mixer

(i) Height upto 5 m

9 4.2 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications. AT THE RATE OF 100KG/CUM OF 8 19.10

10 #REF! Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specifications

10 3.17 Providing and fixing in position tar paper bearing for slab as per approved drawing and specification

11 4.14 Filler joint

B Providing & fixing 20 mm thick compressible fiber board ( 12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification.

12 3.9 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

13 4.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications as per relevant clause of section 2700.

14 3.8 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 1V :20H towards drawing foce. Complete as per drawing and Technical specifications section 2706 and 2200

15 3.10 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200

16 4.6 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. (vide drawing No. SD/201, SD/304)

17 4.9 Drainage Spouts complete as per drawing and Technical specifications of section 2705 2 2.00 4.00 EACH 2007.00 8028.00

18 4.10 4.10 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700

BASE FOR APPROACH SLAB 2 10.00 5.00 0.15 15.00 CUM 4437.00 66555.00

19 4.11 Providing and laying M-30 grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and as per relevant sections 1500, 1600, 1700 and 2704

20 3.12 Construction of embankment / sub grade with Material Obtained from Borrow Pits (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)

Diversion Road 1 100.00 6.00 0.30 180.00

21 4.1 Construction of granular sub-base by providing close 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 sub-base vum drainage layer or upper sub - base (ii) Grading - VI Material

22 #REF! 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.)

A Grading- II (Using Screening Crushable type such as Moorum or Gravel)

(i) Using Screening Crushable type such as Moorum or Gravel

23 #REF! Drainage Spouts complete as per drawing and Technical specifications of section 2705

22 3.1 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200

Abutment 0 6.3 0.60 3.00 0

TOTAL 7651277.00

SUB ENGINEER Sub Divisional Officer EXECUTIVE ENGINEER

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CONSTRUCTION OF KIKIRPAL VEKOPARA TO TUMAKPAL APPROACH ROAD IN DISTRICT SUKMA LENGTH =2.05KM (PAC : RS 226.66 LACS)

Road/Bridge Works issued by Engineer-in-Chief, PWD, Raipur in force from 01-01-2015/01-01-2015 and amended upto date of 14.09.2023/30.12.2017.

SERIAL No. Department SOR Year Item Code Description UOM Rate Quantity Amount Ref Serial No CREDIT ITEM (0/1) Calc Field(Y/N) Offset Price

1 PWD PWD ROAD 2015 2.3 (A) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material tobe used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant lauses of section- 200. A In area of light jungle Hectare 40680.00 1.23 50036.4 0 0 N 0

2 PWD PWD ROAD 2015 3.2 Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300. Cum 95.00 340.96 32391.4375 0 0 N 0

3 PWD PWD ROAD 2015 3.14 Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials having C.B.R.>5 (unless specified otherwise in the contract) deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) Cum 80.00 306.87 24549.3 0 0 N 0

4 PWD PWD ROAD 2015 3.12 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) Cum 223.00 7142.94 1592875.62 0 0 N 0

5 PWD PWD ROAD 2015 3.13 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) Cum 250.00 8263.11 2065777.575 0 0 N 0

6 PWD PWD ROAD 2015 4.1 A (a) (i) 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 Cum 1423.00 2777.78 3952785.7782 0 0 N 0

7 PWD PWD ROAD 2015 4.10 Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.) Cum 1434.00 1879.18 2694743.7615 0 0 N 0

8 PWD PWD ROAD 2015 5.1 Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502. Sqm 64.00 7841.25 501840 0 0 N 0

9 PWD PWD ROAD 2015 5.2 Tack coat Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. Sqm 17.00 7841.25 133301.25 0 0 N 0

10 PWD PWD ROAD 2015 5.3 B (ii) Bituminous Macadam (Providing and laying bituminous macadam as per clause 504 with mixed prepared in minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction) B With mechanical paver finisher Cum 6255.00 392.06 2452350.9375 0 0 N 0

11 PWD PWD ROAD 2015 5.8 A (ii) Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508) II .With mechanical paver finisher A With bitumen Sqm 146.00 7841.25 1144822.5 0 0 N 0

12 PWD PWD ROAD 2015 4.13 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. B With smooth wheeled roller Cum 277.00 1145.03 317171.925 0 0 N 0

13 PWD PWD ROAD 2015 8.44 (i) Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia., across the road ( new construction ) , extending from drain to drain in cuts and toe of slopes to toe of slopes in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipes as per IRC: 98-2011, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts ,joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC:98-2011 and approved drawings. (i) Single row for one utility service Meter 553.00 40.00 22120 0 0 N 0

14 PWD PWD ROAD 2015 9.5 Providing and laying Reinforced Cement Concrete pipe NP 3 /prestressed concrete pipe. (Laying Reinforced cement concretepipe NP3 / prestressed concrete pipe for culverts including fixingcollar with cement mortar 1:2 but excluding bedding below ipes,excavation, protection works, ackfilling, concrete and masonry works in head walls and parapets . ) B. 600 mm dia Meter 2459.00 40.00 98360 0 0 N 0

15 PWD PWD ROAD 2015 R SOR R-9.1 P-39 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.) A Ordinary soil (i) Upto 3 m depth Cum 146.00 353.68 51636.988 0 0 N 0

16 PWD PWD ROAD 2015 R SOR R-9.9 P-40 Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15 Cum 3768.00 519.79 1958551.086 0 0 N 0

17 PWD PWD ROAD 2015 R SOR R-9.5 P-40 Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) D. 1000 mm dia Meter 5370.00 20.00 107400 0 0 N 0

18 PWD PWD_BRIDGE 2015 B SOR B-3.9 P-22 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 Cum 905.00 117.03 105908.892 0 0 N 0

19 PWD PWD_BRIDGE 2015 2.1 I (I) 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.) A Ordinary soil (i) Upto 3 m depth Cum 146.00 421.44 61530

20 PWD PWD_BRIDGE 2015 2.3 Sand Filling in Foundation Trenches as per Drawing & Technical Specification Cum 1234.00 31.61 39004.272 0 0 N 0

21 PWD PWD_BRIDGE 2015 2.6 (i) Plain / Reinforced cement concrete in open foundation complete as per drawing and technical specifications (i) PCC Grade M15 Cum 4613.00 31.61 145807 0 0 N 0

22 PWD PWD_BRIDGE 2015 (ii) PCC Grade M20 Cum 5247.00 197.03 1033806 0 0 N 0

23 PWD PWD_BRIDGE 2015 3.6 A (a) (i) Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 A Height upto 5m (a) Using concrete Mixer (i) P.C.C. Grade M-20 Cum 5551.00 170.58 946889.58 0 0 N 0

24 PWD PWD_BRIDGE 2015 3.6 D (a) (i) Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags). D Height upto 5m (a) Using concrete Mixer (i) R.C.C. Grade M-20 Cum 5603.00 15.46 86600 0 0 N 0

25 PWD PWD_BRIDGE 2015 4.1 B I (a) Furnishing and Placing Reinforced / Prestressed cement concrete in super structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (B) R.C.C. Grade M-30 I. For Solid Slab Super Structure (a) Using concrete Mixer A Height upto 5m Cum 6973.00 23.40 163168.2 0 0 N 0

26 PWD PWD_BRIDGE 2015 4.2 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications and 2200 Cum 70101.00 3.69 258742.791 0 0 N 0

27 PWD PWD_BRIDGE 2015 3.17 Providing and fixing in position tar paper bearing for slab as per approved drawing and specification Sqm 66.00 18.00 1188 0 0 N 0

28 PWD PWD_BRIDGE 2015 4.14 B Filler joint B Providing & fixing 20 mm thick compressible fiber board ( 12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification. Sqm 1204.00 18.00 21672 0 0 N 0

29 PWD PWD_BRIDGE 2015 3.8 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 1V :20H towards drawing foce. Complete as per drawing and Technical specifications section 2706 and 2200 Meter 321.00 97.20 31201.2 0 0 N 0

30 PWD PWD_BRIDGE 2015 3.10 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200 Cum 1926.00 80.37 154792.62 0 0 N 0

31 PWD PWD ROAD 2015 3.25 (i) Construction of RCC Drain/ Cover / Chamber (i) 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.) Cum 140.00 331.20 46368 0 0 N 0

32 PWD PWD ROAD 2015 3.25 (ii) 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 Cum 4146.00 108.68 450566.55 0 0 N 0

33 PWD PWD ROAD 2015 3.25 (iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications. MT. 56301.00 5.99 337197.9492 0 0 N 0

34 PWD PWD ROAD 2015 9.12 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification including trimming of slopes to proper profile and preparation of bed and as per clause 2504. Cum 2079.00 276.75 575363.25 0 0 N

35 PWD PWD ROAD 2015 9.11 Providing and laying Pitching Stone/Boulder on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per clause 2504. Cum 2413.00 369.00 890397 0 0 N 0

36 PWD PWD ROAD 2015 8.4 Amd 01.Dt. 12.10.15 Retro- reflectrorized Traffic signs (Providing and fixing of retro-reflectrorized cautionary, mandatory and informatory sign as per IRC :67-2012 made of retro-reflective type sheeting vide clause 801.3,fixed over aluminum sheeting of required thickness supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x 75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm, 60cm below ground level as per approved drawing and painting all components of the signs and supports as per clause 7.2 of IRC:67-2012) C Made of Class -A High Intensity Super Engineering Grade Sheeting of Type II (for ODR &Village Road) (b) a) With Aluminum Sheeting of 2 mm thickness (i) 600 mm equilateral triangle Each 2506.00 6.00 15036 0 0 N 0

37 PWD PWD ROAD 2015 (ii) 600 mm circular Each 3184.00 7.00 22288 0 0 N 0

38 PWD PWD_BRIDGE 2015 8.6 Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorized sign as per IRC :67-2012 made of retro-reflective type sheeting and vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm and fixed on a mild steel frame of size 40 x 40 x 5 mm supported on 2 Nos. mild steel angle iron posts of size 75 mm x 75 mm x 6 mm,firmly fixed to the ground with M 15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) C Made of class - A High intensity Micro prismatic grade Sheeting of Type 1 (for ODR &Village Road) Sqm 8115.00 4.32 35056.8 0 0 N 0

39 PWD PWD ROAD 2015 8.14 (ii) Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (ii) Ordinary Kilometer stone (Precast) Each 1460.00 3.00 4380 0 0 N 0

40 PWD PWD ROAD 2015 8.14 (iii) Hectometer stone (Precast) Each 410.00 8.00 3280 0 0 N 0

41 PWD PWD ROAD 2015 8.20 Providing & Fixing Hazard Marker Type-2 Partial Retro Reflective Size 0.30 x 0.90M made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS:2062 Painted with one cast of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm bands of yellow Retro- Reflective Sheeting of Engineering Grade pasted a per IRC:79 including one MS angle Iron post of size 50x50x5 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts and fixing the same in M- 15 concrete black of size 30x30x30cm, including transportation etc. Complete. Each 1491.00 20.00 29820 0 0 N 0

42 PWD PWD ROAD 2015 8.23 Providing & Fixing tree studs in Square/ Round shape of 4” side/diameter made of 2 mm aluminum substrate (Confirming to IS:736 -Material Designation, 24345 or 1900) end reflective surface of High Intensity grade as specified in section 801.3 of MORT&H duly treated with HLVA and fixing the same with four Nos. high strength nails confirming to 1S:1367 on trees at site each. Each 67.00 82.00 5494 0 0 N 0

GRAND TOTAL :- TOTAL 22666273

SAY Rs. :- TOTAL 226.66

SUB ENGINEER S.D.O. P.W.D. SUB DIVISION SUKMA EXECUTIVE ENGINEER P.W.D.SUKMA DIV.SUKMA