NIT NO-01/Bridge/Raipur/2026-27

PUBLIC WORK DEPARTMENT

DETAILED ESTIMATE

SPECIAL REPAIR BRIDGE WORK FOR VARIOUS BRIDGES, UNDER BRIDGE SUB - DIVISION, KANKER (DISTRICT - KONDAGAON)

Khandi River in K.m. 7/2 on Durgukondal - Gulalbodi road.

AMOUNT: Rs. 16.26 Lacs.

P.W.D. BRIDGE CONSTRUCTION

DIVISION KANKER

REPORT AND SPECIFICATION

Name of work :- SPECIAL REPAIR BRIDGE WORK FOR VARIOUS BRIDGES, UNDER BRIDGE SUB - DIVISION KANKER (DISTRICT-KANKER)

Khandi River in K.m. 7/2 on Durgukondal - Gulalbodi road.

Amount :- 16.26 Lacs

Authority :- EinC /C.E./SE, P.W.D. (C. G.)

Necessity :- This Bridge is situated on km 7/2 of Durgukondal - Gulalbodi road which is an important road and it connect block head quarter as well as district head quarter. Due to railing not provided Hence to avoid accident Pipe railing is necessary. To save the bridge structure protection work is necessary. Hance the following provision have been made in this estimate.

Provisions :- 1. Cutoff Wall.

2. Pucca Apron. (C.C. Block)

2. Pipe Railing.

Rate :- The estimate has been prepared as per S.O.R., issued by Engineer - in - Chief, P.W.D., Chhattisgarh Raipur for Bridge and Road works from w.e.f 15-06-2026.

Sub Divisional Officer Executive Engineer

Sub Engineer PWD Bridge Construction PWD Bridge Construction

Sub Division, Kanker Division-Kanker (C.G.)

GENERAL ABSTRACT

SPECIAL REPAIR BRIDGE WORK FOR VARIOUS BRIDGES, UNDER BRIDGE SUB - DIVISION, KANKER (DISTRICT - KONDAGAON)

Khandi River in K.m. 7/2 on Durgukondal - Gulalbodi road.

PROJECT CIRCLE :- BRIDGE CIRCLE, RAIPUR

PROJECT DIVISION :- BRIDGE DIVISION, KANKER

Sr. No. Sub Head Amount Remarks

1 BRIDGE PROPER Rs. 1626203.00

TOTAL Rs. 1626203.00

SAY AMOUNT Rs. 16.26 Lacs

NIT Schedule for - SPECIAL REPAIR BRIDGE WORK FOR VARIOUS BRIDGES, UNDER BRIDGE SUB - DIVISION KANKER

SOR :- BRIDGE SOR 15.06.2026 AMMENDED UPTO DATE

PAC AMOUNT - Rs. 62.87 Lacs

S. No. Item No. Particuler of Item Quantity Rate Unit Amount

1 9.1 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 as per Clause 304, loading the unserviceable material in tipper and unloading with all leads & lifts as directed by Engineer-in-Charge. Ordinary soil upto 3 m depth 472.32 111 Cum. 52428

Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition) 295.2 22 Cum. 6494

2 2.6 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications as per section 1500,1700 & 2100. A Using batch type concrete mixer with integrated weigher. 0

(i) PCC Grade M15 108.24 4072 Cum. 440753

(v) RCC Grade M20 211.888 4440 Cum. 940783

3 3.11/ Br. 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 122.016 1673 Cum. 204133

4 2.25/ Br. Supplying, fitting and placing HSD (High Strength Deformed steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600. 10.5944 67403 MT 714094

5 5.3/ Br. Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per specification. 164 4154 cum 681256

6 5.4/ Br. Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment and cement Grouting with C.M. 1:4 in Pitching of gap between stone/block complete as per drawing and Technical specifications as per section 2504 0

B Cement Concrete blocks of size 0.3x0.3 x0.2 m cast in cement concrete of Grade M15 65.6 4777 Cum. 313371

7 4.12 Providing and Fixing in position collapsible pipe railing of approved design including 2 coats painting etc. complete with channel post I.C.M.C. 100x50mm (0.95m high) and 48.4mm outer dia lighter type class "A" GL pipe excluding cost of end concrete post. 209.0344 1301 m 271954

8 6.14/Br. Removal of Expansion Joints complete as per approved drawings (Only Removal of old expansion joint) 167.28 3061 cum 512044

9 4.22/ Br. Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation.) 179.088 9832 cum 1760793

10 4.1/B/I/a 4.1 Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 A RCC B RCC Grade M 30 I For Solid Slab Super Structure (a) Using batch type concrete mixer with integrated weigher. 28.9296 6010 cum 173867

11 1.1 Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials with all leads, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. 6.765 1321 Cum 8937

12 5.7/25 Road SOR Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. Bitumen Grade VG-30 0

B With mechanical paver finisher 0

(iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 % 6.765 9607 Cum 64991

13 5.1/23 Road SOR Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means) (i) on WMM surface @0.85 kg/sqm 90.2 77 sqm 6945

14 5.2/23 Road SOR Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503 of section 500 90.2 55 sqm 4961

15 6.16 Replacement of damaged mild steel railing (including Dismantling of old railing and disposal of dismantledmaterial) 39.77 3253 m 129372

Say Rs. (In Lacs) - 62.87

S. No. Item No. Particuler of Item Quantity Rate Unit Amount

1 9.1 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 as per Clause 304, loading the unserviceable material in tipper and unloading with all leads & lifts as directed by Engineer-in-Charge. Ordinary soil upto 3 m depth 576.00 111 Cum. 63936

Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition) 360.00 22 Cum. 7920

2 2.6 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications as per section 1500,1700 & 2100. A Using batch type concrete mixer with integrated weigher. 0

(i) PCC Grade M15 132.00 4072 Cum. 537504

(v) RCC Grade M20 258.40 4440 Cum. 1147296

3.11/ Br. 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 148.80 1673 Cum. 248942

3 2.25/ Br. Supplying, fitting and placing HSD (High Strength Deformed steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600. 12.92 67403 MT 870847

5.3/ Br. Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per specification. 200.00 4154 cum 830800

4 5.4/ Br. Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment and cement Grouting with C.M. 1:4 in Pitching of gap between stone/block complete as per drawing and Technical specifications as per section 2504

B Cement Concrete blocks of size 0.3x0.3 x0.2 m cast in cement concrete of Grade M15 80.00 4777 Cum. 382160

4.12 Providing and Fixing in position collapsible pipe railing of approved design including 2 coats painting etc. complete with channel post I.C.M.C. 100x50mm (0.95m high) and 48.4mm outer dia lighter type class "A" GL pipe excluding cost of end concrete post. 254.92 1301 m 331651

6.14/Br. Removal of Expansion Joints complete as per approved drawings (Only Removal of old expansion joint) 204.00 3061 cum 624444

4.22/ Br. Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation.) 218.40 9832 cum 2147309

4.1/B/I/a 4.1 Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 A RCC B RCC Grade M 30 I For Solid Slab Super Structure (a) Using batch type concrete mixer with integrated weigher. 35.28 6010 cum 212033

1.1 Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials with all leads, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. 8.25 1321 Cum 10898

5.7/25 Road SOR Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. Bitumen Grade VG-30

B With mechanical paver finisher

(iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 % 8.25 9607 Cum 79258

5.1/23 Road SOR Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means) (i) on WMM surface @0.85 kg/sqm 110.00 77 sqm 8470

5.2/23 Road SOR Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503 of section 500 110.00 55 sqm 6050

6.16 Replacement of damaged mild steel railing (including Dismantling of old railing and disposal of dismantledmaterial) 48.50 3253 m 157771

Say Rs. (In Lacs) - 76.67

SPECIAL REPAIR BRIDGE WORK FOR VARIOUS BRIDGES, UNDER BRIDGE SUB - DIVISION, KANKER (DISTRICT - KONDAGAON)

Khandi River in K.m. 7/2 on Durgukondal - Gulalbodi road.

S. No. Item No. Particuler of Item Quantity Rate Unit Amount

1 9.1 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 as per Clause 304, loading the unserviceable material in tipper and unloading with all leads & lifts as directed by Engineer-in-Charge.Ordinary soilupto 3 m depth 216.00 111 cum 23976

2 2.6 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications as per section 1500,1700 & 2100.A Using batch type concrete mixer with integratedweigher. 108.00 4072 cum 439776

3 5.3/ Br. Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per specification. 200.00 4154 cum 830800

4 4.12 Providing and Fixing in position collapsible pipe railing of approved design including 2 coats painting etc. complete with channel post I.C.M.C. 100x50mm (0.95m high) and 48.4mm outer dia lighter type class "A" GL pipe excluding cost of end concrete post. 254.92 1301 m 331651

Say Rs. (In Lacs) - 16.26

SPECIAL REPAIR BRIDGE WORK FOR VARIOUS BRIDGES, UNDER BRIDGE SUB - DIVISION, KANKER (DISTRICT - KONDAGAON)

Khandi River in K.m. 7/2 on Durgukondal - Gulalbodi road.

DETAIL ESTIMATE

S. No. Item No. Particuler of Item No. L B D/H Qty. Unit

1 9.1 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 as per Clause 304, loading the unserviceable material in tipper and unloading with all leads & lifts as directed by Engineer-in-Charge. Ordinary soil upto 3 m depth 1 80.00 1.50 1.80 216.00 Cum. 130

2 2.6 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications as per section 1500,1700 & 2100. A Using batch type concrete mixer with integrated weigher.

(i) PCC Grade M15 4791

Total 108.00 Cum.

3 5.3/ Br. Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per specification. 1 80.00 5.00 0.500 200.00 Cum.

4 4.12 Providing and Fixing in position collapsible pipe railing of approved design including 2 coats painting etc. complete with channel post I.C.M.C. 100x50mm (0.95m high) and 48.4mm outer dia lighter type class "A" GL pipe excluding cost of end concrete post. 2.00 127.46 254.92 RM

(See paragraph 2.064)

Kanker Division

Resister fo bridge, Culverts and Cause Way on the following Road/Canal in the kanker District

Abbreviations :- Arch semi circular, A. semi Arch segmental A. seg., Girder iron, G.I. Timber, T. black cotton soil B.S., Yellow clay Y.G. Graver G moorum M. Hard rock H.R. Brick masonry B.M., Basalt course B.C., Basalt rubble B.R. sandstone course S.G., Hoop Iron H.I. Roller Girders R.G., Plate Girders P.G. , Slab stone vent S.S.V., Sandstne rubble S.R. , Stome masonry S.M.

Name of Road Serial no. crossing Situation Km. & no. Description and size of opening Founded Nature of Bridge Nature of stream and bad for channel Remark

Foundation Floor Sub-Structure Super-Structure

Khandi River in K.m. 7/2 on Durgukondal - Gulalbodi road. 51 7/2 127.46m sandy Floating type foundation P.C.C. R.C.C. Box R.C.C.Box Sandy

Sub-Divisional Officer

P.W.D. Bridge Constn. Sub-Dn.

Distt. Kanker (C.G.)

(See paragraph 2.064)

Half :- Yearly Inspection Report On Bridge , Culvert and Causeways on the following road for the half yearly ended on

Name of road Serial no. given in the bridge register of bridge and culvert crossing Situation K.m. & No. Description whether slab arched culvert, causeway submersible or high level Name of the inspecting officer Date of inspecting officer Nature of damage S/R is Needed

particular probable Amount in Lacs Remark

Khandi River in K.m. 7/2 on Durgukondal - Gulalbodi road. 51 7/2 Highlevel Shri R.K. Sonkar 07-29-26 PARTIALLY Pipe Railing, Pucca Apron(C.C. Block), Cutoff wall. 16.26

1 Certificate that I have thoroughly inspected every bridge, culvert or causeway on this road and that with the exception of those shown in the statement above they are in good order.

2 Certificate that I have persionaly inspected all bridge culvert culvert 6 m. span and above all those that are damage and 10% of the remainder and have satisfied myself that S.O. have carried out proper inspection as required by the rules.

Sub-Divisional Officer

P.W.D. Brigdge Constn. Sub-Dn.

Distt. Kanker (C.G.)

3 Certificate that I have scrutinized the half yearly inspection report on crossing of the kanker sub-division for the half yerly ended on and found themproperly complete under the rules that a true description of damage sub stained by various crossing is recorded above and report have been sent to S.E. damage bridge.

Executive Engineer

P.W.D.Bridge Construction

Division-Kanker

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PUBLIC WORK DEPARTMENT

DETAILED ESTIMATE

SPECIAL REPAIR BRIDGE WORK FOR VARIOUS BRIDGES, UNDER BRIDGE SUB - DIVISION, KANKER (DISTRICT - KONDAGAON)

Khandi River in K.m. 7/2 on Durgukondal - Gulalbodi road.

AMOUNT: Rs. 16.26 Lacs.

P.W.D. BRIDGE CONSTRUCTION

DIVISION KANKER

REPORT AND SPECIFICATION

Name of work :- SPECIAL REPAIR BRIDGE WORK FOR VARIOUS BRIDGES, UNDER BRIDGE SUB - DIVISION KANKER (DISTRICT-KANKER)

Khandi River in K.m. 7/2 on Durgukondal - Gulalbodi road.

Amount :- 16.26 Lacs

Authority :- EinC /C.E./SE, P.W.D. (C. G.)

Necessity :- This Bridge is situated on km 7/2 of Durgukondal - Gulalbodi road which is an important road and it connect block head quarter as well as district head quarter. Due to railing not provided Hence to avoid accident Pipe railing is necessary. To save the bridge structure protection work is necessary. Hance the following provision have been made in this estimate.

Provisions :- 1. Cutoff Wall.

2. Pucca Apron. (C.C. Block)

2. Pipe Railing.

Rate :- The estimate has been prepared as per S.O.R., issued by Engineer - in - Chief, P.W.D., Chhattisgarh Raipur for Bridge and Road works from w.e.f 15-06-2026.

Sub Divisional Officer Executive Engineer

Sub Engineer PWD Bridge Construction PWD Bridge Construction

Sub Division, Kanker Division-Kanker (C.G.)

GENERAL ABSTRACT

SPECIAL REPAIR BRIDGE WORK FOR VARIOUS BRIDGES, UNDER BRIDGE SUB - DIVISION, KANKER (DISTRICT - KONDAGAON)

Khandi River in K.m. 7/2 on Durgukondal - Gulalbodi road.

PROJECT CIRCLE :- BRIDGE CIRCLE, RAIPUR

PROJECT DIVISION :- BRIDGE DIVISION, KANKER

Sr. No. Sub Head Amount Remarks

1 BRIDGE PROPER Rs. 1626203.00

TOTAL Rs. 1626203.00

SAY AMOUNT Rs. 16.26 Lacs

SPECIAL REPAIR BRIDGE WORK FOR VARIOUS BRIDGES, UNDER BRIDGE SUB - DIVISION KANKER

MASTER ABSTRACT

SOR :- BRIDGE SOR 15.06.2026 AMMENDED UPTO DATE

PAC AMOUNT - Rs. 62.87 Lacs

S. No. Item No. Particuler of Item Quantity Rate Unit Amount

1 9.1 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 as per Clause 304, loading the unserviceable material in tipper and unloading with all leads & lifts as directed by Engineer-in-Charge. Ordinary soil upto 3 m depth 472.32 111 Cum. 52428

Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition) 295.2 22 Cum. 6494

2 2.6 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications as per section 1500,1700 & 2100. A Using batch type concrete mixer with integrated weigher. 0

(i) PCC Grade M15 108.24 4072 Cum. 440753

(v) RCC Grade M20 211.888 4440 Cum. 940783

3 3.11/ Br. 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 122.016 1673 Cum. 204133

4 2.25/ Br. Supplying, fitting and placing HSD (High Strength Deformed steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600. 10.5944 67403 MT 714094

5 5.3/ Br. Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per specification. 164 4154 cum 681256

6 5.4/ Br. Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment and cement Grouting with C.M. 1:4 in Pitching of gap between stone/block complete as per drawing and Technical specifications as per section 2504 0

B Cement Concrete blocks of size 0.3x0.3 x0.2 m cast in cement concrete of Grade M15 65.6 4777 Cum. 313371

7 4.12 Providing and Fixing in position collapsible pipe railing of approved design including 2 coats painting etc. complete with channel post I.C.M.C. 100x50mm (0.95m high) and 48.4mm outer dia lighter type class "A" GL pipe excluding cost of end concrete post. 209.0344 1301 m 271954

8 6.14/Br. Removal of Expansion Joints complete as per approved drawings (Only Removal of old expansion joint) 167.28 3061 cum 512044

9 4.22/ Br. Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation.) 179.088 9832 cum 1760793

10 4.1/B/I/a 4.1 Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 A RCC B RCC Grade M 30 I For Solid Slab Super Structure (a) Using batch type concrete mixer with integrated weigher. 28.9296 6010 cum 173867

11 1.1 Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials with all leads, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. 6.765 1321 Cum 8937

12 5.7/25 Road SOR Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. Bitumen Grade VG-30 0

B With mechanical paver finisher 0

(iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 % 6.765 9607 Cum 64991

13 5.1/23 Road SOR Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means) (i) on WMM surface @0.85 kg/sqm 90.2 77 sqm 6945

14 5.2/23 Road SOR Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503 of section 500 90.2 55 sqm 4961

15 6.16 Replacement of damaged mild steel railing (including Dismantling of old railing and disposal of dismantledmaterial) 39.77 3253 m 129372

Say Rs. (In Lacs) - 62.87

S. No. Item No. Particuler of Item Quantity Rate Unit Amount

1 9.1 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 as per Clause 304, loading the unserviceable material in tipper and unloading with all leads & lifts as directed by Engineer-in-Charge. Ordinary soil upto 3 m depth 576.00 111 Cum. 63936

Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition) 360.00 22 Cum. 7920

2 2.6 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications as per section 1500,1700 & 2100. A Using batch type concrete mixer with integrated weigher. 0

(i) PCC Grade M15 132.00 4072 Cum. 537504

(v) RCC Grade M20 258.40 4440 Cum. 1147296

3.11/ Br. 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 148.80 1673 Cum. 248942

3 2.25/ Br. Supplying, fitting and placing HSD (High Strength Deformed steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600. 12.92 67403 MT 870847

5.3/ Br. Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per specification. 200.00 4154 cum 830800

4 5.4/ Br. Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment and cement Grouting with C.M. 1:4 in Pitching of gap between stone/block complete as per drawing and Technical specifications as per section 2504

B Cement Concrete blocks of size 0.3x0.3 x0.2 m cast in cement concrete of Grade M15 80.00 4777 Cum. 382160

4.12 Providing and Fixing in position collapsible pipe railing of approved design including 2 coats painting etc. complete with channel post I.C.M.C. 100x50mm (0.95m high) and 48.4mm outer dia lighter type class "A" GL pipe excluding cost of end concrete post. 254.92 1301 m 331651

6.14/Br. Removal of Expansion Joints complete as per approved drawings (Only Removal of old expansion joint) 204.00 3061 cum 624444

4.22/ Br. Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation.) 218.40 9832 cum 2147309

4.1/B/I/a 4.1 Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 A RCC B RCC Grade M 30 I For Solid Slab Super Structure (a) Using batch type concrete mixer with integrated weigher. 35.28 6010 cum 212033

1.1 Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials with all leads, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. 8.25 1321 Cum 10898

5.7/25 Road SOR Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. Bitumen Grade VG-30

B With mechanical paver finisher

(iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 % 8.25 9607 Cum 79258

5.1/23 Road SOR Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means) (i) on WMM surface @0.85 kg/sqm 110.00 77 sqm 8470

5.2/23 Road SOR Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503 of section 500 110.00 55 sqm 6050

6.16 Replacement of damaged mild steel railing (including Dismantling of old railing and disposal of dismantledmaterial) 48.50 3253 m 157771

Say Rs. (In Lacs) - 76.67

SPECIAL REPAIR BRIDGE WORK FOR VARIOUS BRIDGES, UNDER BRIDGE SUB - DIVISION, KANKER (DISTRICT - KONDAGAON)

Khandi River in K.m. 7/2 on Durgukondal - Gulalbodi road.

S. No. Item No. Particuler of Item Quantity Rate Unit Amount

1 9.1 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 as per Clause 304, loading the unserviceable material in tipper and unloading with all leads & lifts as directed by Engineer-in-Charge.Ordinary soilupto 3 m depth 216.00 111 cum 23976

2 2.6 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications as per section 1500,1700 & 2100.A Using batch type concrete mixer with integratedweigher. 108.00 4072 cum 439776

3 5.3/ Br. Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per specification. 200.00 4154 cum 830800

4 4.12 Providing and Fixing in position collapsible pipe railing of approved design including 2 coats painting etc. complete with channel post I.C.M.C. 100x50mm (0.95m high) and 48.4mm outer dia lighter type class "A" GL pipe excluding cost of end concrete post. 254.92 1301 m 331651

Say Rs. (In Lacs) - 16.26

SPECIAL REPAIR BRIDGE WORK FOR VARIOUS BRIDGES, UNDER BRIDGE SUB - DIVISION, KANKER (DISTRICT - KONDAGAON)

Khandi River in K.m. 7/2 on Durgukondal - Gulalbodi road.

DETAIL ESTIMATE

S. No. Item No. Particuler of Item No. L B D/H Qty. Unit

1 9.1 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 as per Clause 304, loading the unserviceable material in tipper and unloading with all leads & lifts as directed by Engineer-in-Charge. Ordinary soil upto 3 m depth 1 80.00 1.50 1.80 216.00 Cum. 130

2 2.6 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications as per section 1500,1700 & 2100. A Using batch type concrete mixer with integrated weigher.

(i) PCC Grade M15 4791

Total 108.00 Cum.

3 5.3/ Br. Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per specification. 1 80.00 5.00 0.500 200.00 Cum.

4 4.12 Providing and Fixing in position collapsible pipe railing of approved design including 2 coats painting etc. complete with channel post I.C.M.C. 100x50mm (0.95m high) and 48.4mm outer dia lighter type class "A" GL pipe excluding cost of end concrete post. 2.00 127.46 254.92 RM

(See paragraph 2.064)

Kanker Division

Resister fo bridge, Culverts and Cause Way on the following Road/Canal in the kanker District

Abbreviations :- Arch semi circular, A. semi Arch segmental A. seg., Girder iron, G.I. Timber, T. black cotton soil B.S., Yellow clay Y.G. Graver G moorum M. Hard rock H.R. Brick masonry B.M., Basalt course B.C., Basalt rubble B.R. sandstone course S.G., Hoop Iron H.I. Roller Girders R.G., Plate Girders P.G. , Slab stone vent S.S.V., Sandstne rubble S.R. , Stome masonry S.M.

Name of Road Serial no. crossing Situation Km. & no. Description and size of opening Founded Nature of Bridge Nature of stream and bad for channel Remark

Foundation Floor Sub-Structure Super-Structure

Khandi River in K.m. 7/2 on Durgukondal - Gulalbodi road. 51 7/2 127.46m sandy Floating type foundation P.C.C. R.C.C. Box R.C.C.Box Sandy

Sub-Divisional Officer

P.W.D. Bridge Constn. Sub-Dn.

Distt. Kanker (C.G.)

(See paragraph 2.064)

Half :- Yearly Inspection Report On Bridge , Culvert and Causeways on the following road for the half yearly ended on

Name of road Serial no. given in the bridge register of bridge and culvert crossing Situation K.m. & No. Description whether slab arched culvert, causeway submersible or high level Name of the inspecting officer Date of inspecting officer Nature of damage S/R is Needed

particular probable Amount in Lacs Remark

Khandi River in K.m. 7/2 on Durgukondal - Gulalbodi road. 51 7/2 Highlevel Shri R.K. Sonkar 07-29-26 PARTIALLY Pipe Railing, Pucca Apron(C.C. Block), Cutoff wall. 16.26

1 Certificate that I have thoroughly inspected every bridge, culvert or causeway on this road and that with the exception of those shown in the statement above they are in good order.

2 Certificate that I have persionaly inspected all bridge culvert culvert 6 m. span and above all those that are damage and 10% of the remainder and have satisfied myself that S.O. have carried out proper inspection as required by the rules.

Sub-Divisional Officer

P.W.D. Brigdge Constn. Sub-Dn.

Distt. Kanker (C.G.)

3 Certificate that I have scrutinized the half yearly inspection report on crossing of the kanker sub-division for the half yerly ended on and found themproperly complete under the rules that a true description of damage sub stained by various crossing is recorded above and report have been sent to S.E. damage bridge.

Executive Engineer

P.W.D.Bridge Construction

Division-Kanker

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