NIT 1189 PMGSY Road Renewal Maintenance PKG No CG 24-M-55 District- Balrampur

PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)

(Ministry of Rural Development, Govt. Of India)

COST ESTIMATE OF RENEWAL PMGSY ROAD

Karradand to Aasanpani

LENGTH : 7.950 Km

Executive Engineer cum Member Secretary

CGRRDA PIU Rajpur

Detail of Maintenance Work's Roadwise

(Lenth in KM, Amount In Lakhas)

S.No. Circle Dist. PIU Block Vidhansabha Pkg. No. Name of Road Length of Package (In km) Cost of Maintenance Work's for Five Year's (Amount in Lacs) Add 18% GST Total Amount Remark's

Initial Rehabitation Work's ( A ) Annual Routine Maintenance ( B ) Renewal Work's ( C ) Total (A+B+C) 62.4456

1 Project Circle No. 02, Ambikapur Balrampur Rajpur Kusmi Samri CG 24-M 55 Karradand to Aasanpani 7.95 119.28930968122721 15.025500000000001 85.24617414000001 219.56098382122724 39.5209770878209 259.0819609090481

Executive Engineer

CGRRDA,PIU-RAJPUR

Detail of Maintenance Work's Packagewise

(Lenth in KM, Amount In Lakhas)

S.No. Circle Dist. PIU Block Vidhansabha Pkg. No. No. Road Length of Package (In km) Cost of Maintenance Work's for Five Year's (Amount in Lacs) Add 18% GST Total Amount Remark's

Initial Rehabitation Work's ( A ) Annual Routine Maintenance ( B ) Renewal Work's ( C ) Total (A+B+C) 62.4456

Executive Engineer

CGRRDA,PIU-RAJPUR

PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)

(Ministry of Rural Development, Govt. Of India)

COST ESTIMATE OF RENEWAL PMGSY ROAD

Length in Km :- 7.95 km

BLOCK : Rajpur Kusmi PACKGE NO - CG

S.No. PARTICULAR AMOUNT

1 ORDINARY REPAIR PMGSY ROAD

2 AFTER COMPLETION MAINTANANCE

SAY TOTAL RS. IN LAKHS

Sub - Engineer Asst. Engineer

CGRRDA PIU RAJPUR CGRRDA RAJPUR

Technical Sanction Accorded for

Maintenance work

Executive Engineer cum Member Secretary

CGRRDA PIU Rajpur

Dist.- Balrampur, {C.G.}

Technical Report and Specification

1 Name of Work Maintanace of Rural Roads under P.M.G.S.Y.

2 Name of Road Proposed

3 Length of Road (Km) Total Length Total Length

4 Name of Block Kusmi BT 7.95 km

5 Estimated Cost Lacs C.C.

Add GST 18% Lacs River Gap

Total Cost Lacs

6 Head P.M.G.S.Y.

8 Construction Pkg. No.

9 Post 5 Year Pkg. No.

11 History Background This road was constructed under package CG which was completed on 31.03.2016 hence post five year Mantinance Period will be completing on 30.03.2021 The Length of Road is 7.95 Km. in which BT is 7.950 km and C.C. is 0.00 Km. & River Gap - 0.00Km.

1 Initial Rehabilitation Work :- Provision is made as per guide lines of CGRRDA

2 Annual Routine Maintenance Works : Provision is made as per guide lines of CGRRDA

3 Renewal of Bituminous Surface : Provision is made as per guide lines of CGRRDA

4 Imergency works : Provision is made as per guide lines of CGRRDA

13 Rate's As per S0R w.e.f. 2025

Sub Engineer Assistant Engineer Executive Engineer

CGRRDA,PIU-RAJPUR CGRRDA,PIU-RAJPUR CGRRDA,PIU-RAJPUR

Strip Plan (As Per Work Status)

Name of Road :- 3.75 / 7.50 Package No. :-

Total Length :- BT -

PIU- Rajpur Total -

Sub Engineer Assistant Engineer Executive Engineer

CGRRDA,PIU-RAJPUR CGRRDA,PIU-RAJPUR CGRRDA,PIU-RAJPUR

Details of the package of maintenance work

Dist - Balrampur Package No. :-

S No Cons truction Pkg. No. Post 5 Year MTN Pkg. No. Name of Road Block Length of Road (Km.) Expiry Date of Post 5 Year Maint. Contract Cost of 5 Year maintenance Work's (Rs. In Lakh) Total (8+9+10 +11) Add GST 18% Total Cost Recom mended time for IR (Part-1) in Months Date of Post 5 Year Work Order Renewal Date of Renewal

Initial Rehabili tation Work's (Part-I) Annual Routine Emergency Work's (10% of Part-2+Part-3) (Part -IV)

Annual Routine Maintenance (Part-II) Renewal Work's (Part-III) From (Km.) To (Km.)

1 Kusmi 30.03.2021 0 NA NA 0 7.95 NA

Sub Engineer Assistant Engineer Executive Engineer

CGRRDA,PIU-RAJPUR CGRRDA,PIU-RAJPUR CGRRDA,PIU-RAJPUR

Details of road, package completing 10 year maintenance contract

Dist - Balrampur Package No. :-

S No Construc tion Pkg. No. Post 5 Year MTN Pkg. No. Name of Road Block Total Length of Road Completion Date of Post 5 Year Initial Rehabitation (Part-1) (Rs. in Lakh) Annual Routine Maintenance (Part-II) (Rs. in Lakh) Planned renewal (Part-III) (in Km.)

Protec tion Work Repaire of CD Work New CD Work Misc. Work Total I II III IV V Total I II III IV V

Sub Engineer Assistant Engineer Executive Engineer

CGRRDA,PIU-RAJPUR CGRRDA,PIU-RAJPUR CGRRDA,PIU-RAJPUR

M.P.R.R.D.A. PIU-1, Betul

Initial Rehabilitation work

Name of Road : -

S.No. At Chainage No.s Cost. Amount (Rs.) Proposed I.R. Work

1 Patch Work & Road Furniture 1

2 Cross Drainage work 2

3 Retaining Wall 1

Say in Lacs Say in Lacs

Sub Engineer Assistant Engineer Executive Engineer

CGRRDA,PIU-RAJPUR CGRRDA,PIU-RAJPUR CGRRDA,PIU-RAJPUR

M.P.R.R.D.A. PIU-1, Betul

CONSTRUCTION OF RURAL ROADS UNDER MAINTENANCE

Initial Rehabilitation Work (PART I )

Road Name: Karradand to Asanpani

S.No/ SOR No Description No. Length Breadth Depth Quantity Unit Rate Amount

1 3.1 Scarifying Existing Granular Surface to a Depth of 50 mm Scarifying existing granular/bituminous surface upto a depth of 100 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. 3.1

2 4.8 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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. 5.1 4467944.25

R.D. No. Length (M) Width (M) Depth(M) QTY 11.14 (I) 14010 1478700

3 5.1 Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 11.7(ii)

Item No 11.5 Qty 1 7950 3.75

4 11.14 (I) Tack coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Patch QTY 1 7950 3.75

Total Sqm 21 508881

5 9.14(B) (B) Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 1 Each 18610 13749

6 9.15(A) Providing and fixing 'Citizen Information Board' of PMGSY Project(A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back 1 Each 14010 14015

7 9.16 Providing and Fixing 'PMGSY Sign board' and 'Logo' of PMGSY Project B PMGSY Logo Board Providing and fixing Logo Board of PMGSY size 600×600mm diamond shape with 1 plate of size 900×250 mm made of 16 gauge sheet over frame of angle iron 25×25×3mm as per PMGSY specifications & drawing, painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

B PMGSY Logo Board 5

Total Each 6626 46382

8 9.8 Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (A) 200 m stone (precast)

Kilometre Stone 9

Total Each 2292 28522

9 9.8 Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (A) 200 m stone (precast)

total Each 660 25928

10 9.2(A) Cautionary, mandatory, informatory, direction and place indentification signs Semi-Reflective Traffic signs up to 0.90 sqm size board Providing and erecting cautionary, mandatory, informatory, direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

E 900 mm equilateral & triangle (Curve & School) 16 1.732

Village Board 800x600 mm 8 0.8 0.6

11 9.2(B) Semi-Reflective Traffic signs more than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Total Each 5756 11200.8

12 9.9 Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704( LHS) 120 130 Each 673 258500

13 11.13 White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc as per technical specification clause 1915. 3 10 2 sqm 26 3400

14 11.7(i) Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 2 Nos 1448 4625

15 11.7(ii) Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908 2 Nos 3053 7916

SUB ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER

CGRRDA,PIU-RAJPUR CGRRDA,PIU-RAJPUR CGRRDA,PIU-RAJPUR

BILL OF QUANTITY

Initial Rehabilitation Work (PART I )

S.N SOR Item No Description Quantity Unit Rate Amount

1 3.1 Scarifying Existing Granular Surface to a Depth of 50 mm Scarifying existing granular/bituminous surface upto a depth of 100 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. Sqm 13

2 4.8 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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. Cum 1887

3 5.1 Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 sqm 62

4 11.14 (I) Tack coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. Sqm 21

5 9.14(B) (B) Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 Each 18610

6 9.15(A) Providing and fixing 'Citizen Information Board' of PMGSY Project(A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back Each 14010

7 9.16 Providing and Fixing 'PMGSY Sign board' and 'Logo' of PMGSY Project B PMGSY Logo Board Providing and fixing Logo Board of PMGSY size 600×600mm diamond shape with 1 plate of size 900×250 mm made of 16 gauge sheet over frame of angle iron 25×25×3mm as per PMGSY specifications & drawing, painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 5 Each 6626

8 9.8 Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (A) 200 m stone (precast) Each 2292

9 9.8 Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (A) 200 m stone (precast) Each 660

10 9.2(A) Cautionary, mandatory, informatory, direction and place indentification signs Semi-Reflective Traffic signs up to 0.90 sqm size board Providing and erecting cautionary, mandatory, informatory, direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 Sqm 5285

11 9.2(B) Semi-Reflective Traffic signs more than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 Each 5756

12 9.9 Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704( LHS) Each 673

13 11.13 White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc as per technical specification clause 1915. sqm 26

14 11.7(i) Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 Nos 1448

15 11.7(ii) Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908 Nos 3053

16 7.1 Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Cum 394

17 7.10(II) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 RM 4576

18 7.21 Supplying, fitting, and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202, Steel @ 20kg per Cum ,12mm 7.5840000000000005 MT 71745 544114.0800000001

19 7.18 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204,For height upto 5 m cum 5384

20 7.22 Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 199 no. 317

21 7.1 Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Cum

22 7.10 (ii) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II P.C.C grade M 15(Nominal mix (1:2.5:5) Cum

23 7.18 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I P.C.C grade M 15 (Nominal mix (1:2.5:5) Cum

24 7.27 (i) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4 Cum

25 7.27 (ii) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 R.C.C. grade M 25 (Design Mix) Cum

26 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MT

27 7.22 Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 Nos.

28 7.41 Filler Joint (II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications Cum

29 7.35 Drainage spouts complete as per drawing and technical specifications Clause 1209 0 Cum 1632

30 7.31 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 cum 11782 89470 2977393

31 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material Cum 2903935.64

SUB ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER

CGRRDA,PIU-RAJPUR CGRRDA,PIU-RAJPUR CGRRDA,PIU-RAJPUR

PRADHAN MANTRI GRAM SADAK YOJNA

Detail Estimate of 2x 6.0m span Slab Culvert AT RD:- 5200M.

S. No. S.OR. Item No. ITEM DESCRIPTION NO L B D Quantity Rate Unit Amount in Rs/-

1 7.1 Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

(I) Ordainery Soil (i) Upto 3 M Depth

Abutments 2 3.31 1.6 2.3

Returns 4 3.114 1.6

2 (ii)Ordinary rock (not requiring blasting) i. Upto 3 m depth

Abutments 2 0.2 0

3 7.8 Filling in Foundation Trenches as per drawing and technical specification Clause 1108 & 305.3.9

I. Sand filling 0 0.2

2 7.10 (ii) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II P.C.C grade M 15(Nominal mix (1:2.5:5)

Abutments - Foundation PCC 0.2

Abutments - Bottom Block (From Foundation NBL) (9.60+8.40)/2 (2.910+2.310)/2 1.4 6.9 8.1

Wingwalls - Foundation PCC 0.2

Wingwalls - Bottom Block (From Foundation NBL) 2.33 (2.914+2.114)/2 1.4

3 7.18 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I P.C.C grade M 15 (Nominal mix (1:2.5:5)

Abutments 0.7 7.5

( Top Block (From NBL To Abutment Cap) 2 8.4 (0.7+2.160)/2 2.92

( Top Block (From NBL To Abutment Cap) 4 (3.3+2.327)/2 (0.4+1.964)/2 3.61

Wingwalls Cap 4 3.3 0.4 0.15

For Kerb 2 0.4 0.4

Wheel Guard 2 0.4 0.4 0.6

4 7.27 (i) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4

Abutments Cap 2 8.4 0.7 0.2

Dirt Wall 2 0.3 0.48

Pier Cap 1 0.9 0.2

5 7.27 (ii) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 R.C.C. grade M 25 (Design Mix)

For Slab 2 0.48

6 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

For Cap beam & dirt wall

Striups - 8mm dia@ 200 mm c/c 2 38 2.15 0.395

Main bar - 10 mm dia 2X2 10 8.42 0.617

Striups - 8mm dia@ 200 mm c/c 1 38 2.05 0.395

Main bar - 10 mm dia 1 10 8.32 0.617

Main bar - 20mm dia@ 115 mm c/c 2 51 7.95 2.47

Distribution bar - 12 mm dia@ 150 mm c/c 2 46 8.42 0.89

Top - longitudinal bar - 10 mm dia@300 mm c/c 2 25 8.62 0.617

Top - Transerves bar - 10 mm dia@300 mm c/c 2 23 7.32 0.617

For chair - 20mm dia 2 23 1.59 2.47

Surface Reinforcement for - Abutment & wing wall @ 5kg/Cum

7 7.22 Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 Nos.

8 7.41 Filler Joint (II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications 3 7.5 RM

9 7.31 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 2 7.5 0.075 11782 CUM

10 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material

Abutment - Upto NBL 2 (7.70+8.50)/2 (0.1+0.5)/2

Top Block - Behind abutment & wing wall 2 (2.8+5.2)/2 (3.30+4.30)/2 2.4

12 10.5 (i) Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

I. Stone/Boulder 0 6 2 0.23 1440 Cum

13 10.6 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

Consultant Sub Engineer Assistant Engineer

PRADHAN MANTRI GRAM SADAK YOJANA

Detail Estimate of 1.5 m span Slab Culvert at rd1000m

S. No. S.OR. Item No. ITEM DESCRIPTION NO L B D Quantity Rate Unit Amount in Rs/-

1 7.1 Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

(I) Ordainery Soil (i) Upto 3 M Depth

Abutments 2 9.6 1.93 1.6

Wingwalls 4 1.8 1.63 1.6

2 7.10 (ii) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II P.C.C grade M 15(Nominal mix (1:2.5:5)

Abutments - Foundation PCC 0.2

Abutments - Bottom Block (From Foundation NBL) (8.47+8.40)/2 (1.93+1.23)/2

Wingwalls - Foundation PCC 1.8 0.2

Wingwalls - Bottom Block (From Foundation NBL) 1.7 (1.63+0.93)/2

3 7.18 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I P.C.C grade M 15 (Nominal mix (1:2.5:5)

( Top Block (From NBL To Abutment Cap) 2 8.4 (1.03+0.7)/2 1

( Top Block (From NBL To Abutment Cap) 4 (1.8+2.3)/2 (0.73+0.4)/2

Wingwalls Cap 4 2.3 0.4 0.15

Wheel Guard 2 0.4 0.4 0.6

4 7.27 (i) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4

Abutments Cap 2 8.4 0.7 0.2

Dirt Wall 2 8.4 0.4 0.21

5 7.27 (ii) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 R.C.C. grade M 25 (Design Mix)

For Slab 1 2.1 8.4 0.21

6 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

For Cap beam & dirt wall

Striups - 8mm dia@ 200 mm c/c 2 30 1.9 0.395

Distribution bar - 10 mm dia 2X2 8 8.32 0.617

Main bar - 16mm dia@ 125 mm c/c 1 50 2.17 0.89 7.5

Distribution bar - 10 mm dia@ 175 mm c/c 1 14 0.395

Top - longitudinal bar - 10 mm dia@300 mm c/c 1 8 8.31 0.617

Top - Transerves bar - 10 mm dia@300 mm c/c 1 21 2.02 0.617

For chair - 16mm dia 1 12 1.01 0.89

7 7.22 Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 10 317 Nos.

8 7.41 Filler Joint (II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications 2 8.4 399 RM

9 7.35 Drainage spouts complete as per drawing and technical specifications Clause 1209 0 1 1632 Nos.

9 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material

Abutment - Upto NBL 2 (8.77+9.60)/2 (0.1+0.56)/2

Top Block - Behind abutment & wing wall 2 (4.0+5.2)/2 (1.8+2.30)/2 1.5

10 10.5 (i) Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

I. Stone/Boulder 0 3 1.5 0.23 1440 Cum

11 10.6 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

Consultant Sub-Engineer, Assistant Engineer

PRADHAN MANTRI GRAM SADAK YOJNA ( PMGSY )

COST ESTIMATE FOR RETAINING WALL

Name Of Road Karradand to Asanpani

Distt. Balrampur

Discription Of Item

S.N. SOR Item No. 3 No. Length Width Hight Qnty. Unit Rate Amount

1 7.1 Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

I .Ordinary soil

i. Upto 3 m depth

2 7.10 ( II ) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

3 7.18 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 544114.0800000001

For height upto 5 m 2041612.8000000003

4 7.21 Supplying, fitting, and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Steel @ 20kg per Cum ,12mm MT 71745 544114.0800000001

5 7.22 Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Say Rs. ( Lakh )

Sub Engineer Assistant Engineer Executive Engineer

CGRRDA,PIU-RAJPUR CGRRDA,PIU-RAJPUR CGRRDA,PIU-RAJPUR

DETAILED ESTIMATE OF R.C.C. SLAB CULVERT OF 1.50 Mtr. SPAN

Name of Road Kaira to Chonga

Sr. No. SOR item no Description of Items No. Measurements Unit Qty. Rate Amt.

Leng. Width Thick

1 7.1 Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I) Ordinary soil, i. Upto 3 m depth

Abutment 2 2.05

Nallah bed 0 0.3

(II) Ordinary rock (not requiring blasting) i. Upto 3 m depth

2.6(i) Dismentaling of Structere like Culverts, bridges , retaining walls and other structure compraising of masnory, cement concrete, wood work, steel work, including T&P and scaffolding whweever necessary, sorting the dismenteled material, disposal serviceable material with all lift & lead of 1000m as per Technical specifications Clause 202. By Manual Means

2 7.10/II Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (II) P.C.C grade M 15 (Nominal mix (1:2.5:5)

Wing wall 4 0.2

3 7.18/ I Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204,For height upto 5 m, (I) P.C.C grade M 15 (Nominal mix (1:2.5:5)

5 7.27/ II Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5, (II) R.C.C M 25 (Design mix)

Abutment Cap 2 7.5 0.7 0.2

DIRT WALL 2 0.4 0.21

Wheel Guard 4 0.4 0.4 0.6

7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

6 Type of Bar Nos. Dia of Bar (in mm) Spacing Length of Bar Wt . Per Unit length Total Wt.(MT)

Main Reinforcement (Bottom) 12 120

Main Reinforcement (Top) 29 10 300

Distribution (Bottom) 8 160

Distribution (Top) 10 300

Cap & Dirt Wall(Main Bars) 14 12 210

Cap & Dirt Wall(Stirrups) 8 250

7.22 Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 15 NO 239

7 7.23/ I Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8, (I) Granullar material 50% Quantity as per Item No. 7.1 732

8 7.41/ II Filler Joint Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications 2 7.5 RM 308

No.Of Culvert 2 Rs.

Sub Engineer Assistant Engineer Executive Engineer

CGRRDA, PIU - Surajpur CGRRDA, PIU - Surajpur CGRRDA, PIU - Surajpur

DETAILED ESTIMATE FOR CONSTRUCTION OF R.C.C. SLAB CULVERT OVER

Name of Road Khaira to Chonga

Name of Block Odgi

S.No Item No Perticulars No Length Width Depth Quantity Unit Rate (BOQ) Amount (BOQ) Rate (SOR) Amount (SOR)

1 7.1 Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

(I) ordinary soil

(i) up to 3 m depth

Abutment 2 10 3.15 2.3

2 2.1 Excation for suructures (Earth woek 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 .)

Add extra 20%in the rates of above items for dewatering(asscssmenc of dewatering shall be made as par site condition)

Add extra 20%in the rates of above items for dewatering(asscssmenc of dewatering shall be made as par site condition)

In or under foul condition

2 7.1 Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

(ii) P.C.C grade M 15 (Nominal mix 1:2.5:5)

Wings 4 3.9 2.1

3 7.18 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Abutment 2 7.5 3

4 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Abutment Vertical Bar

Wing Wall Vertcal Bar 3.65

Abutment Distribution Bar

Wing Wall Distribution Bar

12 mm Dia.in Bottom 65 0.888

10 mm Dia. Distribution Bottom 17 10.1 0.617

12 mm Dia. Bentup Bar 65 4.1 0.888

Vertical Bar 10 mm Dia. 120 5.6 0.617

10 mm Dia. Ring 28 0.62

12 mm Main Bar 7.45 0.888

Cap Ring ( 8 mm ) 1.8 0.395

Dirt Wall Ring ( 8 mm) 1.9 0.395

Pier Cap 12 mm Dia. 7.7 0.888

Ring 10 mm Dia. 38 2.1 0.617

12 mm Distribution Bar ( Bottom) 45 8.52 0.888

10 mm Top Bar ( Main ) 28 6.74 0.617

10 mm Top Bar ( Distribution ) 25 8.52 0.617

Wheel Guard8 mm Dia. 0.395

5 7.27 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

(II) RCC Grade M25

Dirt wall 2 7.5 0.3 0.48

Pier Cap 1 7.5 1 0.2

Wheel guard 12 0.3 0.3 0.4

End pillar 4 0.4 0.4 0.6

7.41 Filler Joint (II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications

6 12.1 Backfilling behind abutment, wing wall and return wall complete as per drawings and Technical Specification Clause 1204.3.8.

7 7.22 Providing weephole in brick masony/stone masonry, plain/reinforced concrete abutment, wing wall return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing an 24 24 meter 239 89 2136

Sub Engineer Assistant Engineer Executive Engineer

CGRRDA, PIU Surajpur CGRRDA, PIU Surajpur CGRRDA, PIU Surajpur

Disst. Surajpur (C.G.) Disst. Surajpur (C.G.) Disst. Surajpur (C.G.)

DETAILED ESTIMATE FOR HPC

Name of Road: Dandkarwan Km 22.0 to Bhelkachh Block Boundary

Name ofBlock: Pratappur

Total Length: 4.50 Km Km

Type Of Structure HPC 1000mm dia.

CROSS DRAINAGE STRUCTURES

S. N. Item No. Discription No. Length Width Depth/Hight Quantity Unit Rate Amoun t

1 7.1 Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

(I) ordinary soil

(i) up to 3 m depth

Pipe Portion 1 4.3 1.6 1.8

2 7.1 Excation for suructures (Earth woek 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 .)

(II) Ordinary rock (not requring blasting)

(i) up to 3 m depth

3 7.3 Bedding for Causeway/Pipes -Type B (First Class) Bedding

Laying (First Class) bedding with well compacted sand, moorum or approved granular material as per Clause 1105 (ii) 1 5.74 1.6 0.3 Cum 911

4 7.4 Laying Reinforced Cement Concrete Pipe NP3 as per drawing and technical specification Clause 1402.6

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1 3 2.5 RM 4632

5 7.1 Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

(I) P.C.C grade M 10 (Nominal mix 1:3:6)

Total Cu m 3731

6 7.1 Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

(II) P.C.C grade M 15(Nominal mix (1:2.5:5)

Deduction For Pipe -2 0.785 0.99

Total Cu m 3848

7 7.23 (I) Backfilling behind abutment, wing wall and return wall complete as per drawings and Technical Specification Clause 1204.3.8. Total Excavated Qty.

Deduction For Pipe -2 0.785 1.44

8 7.22 Providing weephole in brick masony/stone masonry, plain/reinforced concrete abutment, wing wall return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing an 12 meter 239

PART - III :- ESTIMATE OF RENEWAL OF BITUMINOUS SURFACE

Name of Road :- Package No. :-

S.No. SSR Item No. Description No Length Width Depth Quantity Unit Rate Amount

1 11.12 (iii) Cutting of branches of trees shrubs and trimming of grass and weeds.Trimming of grass and weeds from the shoulder/berms and disposing off the same to suitable locations as per technical specification clause 1914.

2 11.1 Restoration of Rain Cuts - Restoration of rain cuts with soil, moorum gravel or a mixture of these , clearing the loose soil , benching for 300 mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alingement , level and slopes as per drawings and techinical specification Clause 1902

3 11.2 (II) Maintenance of Earhen shoulder (stripping of excess soil) -Stripping excess material from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903

4 11.2 (i) Maintenance of Earthen shoulder (filling with fresh selected soil) - Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903

5 4.8 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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

5 11.14 (I) Tack coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Extra For Bell mouth & Curves

6 11.14 (II) Pre-mix carpet using bituminous (penetration grade modified bitumen) binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of aggregate 13.2mm size (passing 22.4mm size sieve & retained on 11.2mm sieve and 11.2mm size (passing 13.2mm sieve and retained on 5.6mm sieve) either using penetration grade bitumen or emulsion to 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. By Mechanical Means ii. Bitumen (CG-30)

Extra For Bell mouth & Curves

7 11.14 (IV) Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 By Mechanical Means Case - II : Type B ii. Bitumen (VG-30)

Extra For Bell mouth & Curves

8 9.18 Road marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes.)

SUB ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER

CGRRDA,PIU-RAJPUR CGRRDA,PIU-RAJPUR CGRRDA,PIU-RAJPUR

BILL OF QUANTITY

PART - III :- RENEWAL OF BITUMINOUS SURFACE

CGRRDA PIU - Rajpur Package No. :- CG 16 - 99

S.No. SSR Item No. Description Quantity Unit Rate Amount

1 11.12 (iii) Cutting of branches of trees shrubs and trimming of grass and weeds.Trimming of grass and weeds from the shoulder/berms and disposing off the same to suitable locations as per technical specification clause 1914. sqm 3 3

2 11.1 Restoration of Rain Cuts - Restoration of rain cuts with soil, moorum gravel or a mixture of these , clearing the loose soil , benching for 300 mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alingement , level and slopes as per drawings and techinical specification Clause 1902 Cum 273

3 11.2 (II) Maintenance of Earhen shoulder (stripping of excess soil) -Stripping excess material from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 sqm 27

4 11.2 (i) Maintenance of Earthen shoulder (filling with fresh selected soil) - Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 Sqm 49

5 4.8 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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

5 11.14 (I) Tack coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. Sqm 21

6 11.14 (II) Pre-mix carpet using bituminous (penetration grade modified bitumen) binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of aggregate 13.2mm size (passing 22.4mm size sieve & retained on 11.2mm sieve and 11.2mm size (passing 13.2mm sieve and retained on 5.6mm sieve) either using penetration grade bitumen or emulsion to 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. By Mechanical Means ii. Bitumen (CG-30) Sqm 166

7 11.14 (IV) Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 By Mechanical Means Case - II : Type B ii. Bitumen (VG-30) Sqm 60

8 9.18 Road marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes.) sqm 627

SUB ENGINEER EXECUTIVE ENGINEER

CGRRDA,PIU-RAJPUR CGRRDA,PIU-RAJPUR

Part - II :- ESTIMATE OF ANNUAL ROUTINE MAINTENANCE WORK'S

Name of Road :-

Carriage Way Width/Formation Width Length of B.T. Length of C.C. Total Length

Rate's Before Renewal After Renewal

7.50 Meter wide Road 9.00 Meter wide Road 7.50 Meter wide Road 9.00 Meter wide Road

T1 to T4 T5 to Above T1 to T4 T5 to Above T1 to T4 T5 to Above T1 to T4 T5 to Above

1st Year Per Km. 22000

2nd Year Per Km. 24000

3rd Year Per Km. 29000

4th Year Per Km. 44000

5th Year Per Km. 70000

For CC Pavement Maintenanace Rate Up to 7.5m wide road @rs20500/km & 9.00m wide road @rs21000/km C.C. Pavement

S. No. Year of Guarantee Period Rate Analysis Total Amount (A+B) Per Year Per Km. Total Length of Road (In Km.) Remark

Renewal Part (A) Balance Part (B)

Length (In Km.) Rate Amount Length (In Km.) Rate Amount

2 2nd Year 0 0 0

3 3rd Year 0 0 0

4 4th Year 0 0 0

5 5th Year 0 0 0

SUB ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER

CGRRDA,PIU-RAJPUR CGRRDA,PIU-RAJPUR CGRRDA,PIU-RAJPUR

BAR CHART ( Part - II Annual Routine Maintenance )

Name of Road :- Package No. :-

Length - B.T. C.C.

FLOW CHART ( Part - II Annual Routine Maintenance )

CG 13-100 Renewal of BT Road Period Wise

PIU-1, CGRRDA, Raigarh

ESTIMATE OF I.R. Work

Type of CD - RD - 1500m. Ex. CC Both Side Paved Shoulder Length = 30m.

Name of Road :- Package No. :-

S. No. SSR Item No. Description Quantity Unit Rate Amount Remark

1 3.4 Excavation, Carting i/c Removal of Soil with Disposal upto 1000 m Excavation of embankment, sub-grade and drain consisting of excavation, removal and satisfactory disposal of all excavated materials including hauling to sides of embankment and subgrade construction as also the disposal of materials in specified manner and the trimming and finishing of the road to the specified dimensions i/c all lifts, lead upto 1000 meters including dewatering, shaping and excavation in marsh and complete disposal of all muck as per clause 302. for all types of soil i/c moorum gravel etc. as directed by the Engineer-in-charge

Particular No Length Width Depth

Shoulder 2 30 0.95 0.3

4.1 A Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) Construction of granular sub-base by providing well graded material having CBR >= 20, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Technical Specification Clause 401 for gradings mentioned in table 400.1 A Crushed stone materials

Particular No Length Width Depth

11.4 (I) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10

Particular No Length Width Depth

PCC for Wall 2 30 0.3 0.1

Shoulder 2 30 1 0.1

11.4 (II) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15

Particular No Length Width Depth

Shoulder 2 30 1 0.1

Team Leader Sub Engineer Assistant Manager General Manager

Sai Enterprises, Camp Betul M.P.R.R.D.A. PIU-1, Betul M.P.R.R.D.A. PIU-1, Betul M.P.R.R.D.A. PIU-1, Betul

ESTIMATE OF I.R. Work

Type of CD - Proposed FCW AT RD 350M.

Name of Road :- Package No. :-

S. No. SSR Item No. Description Quantity Unit Rate Amount Remark

1 2.5 B Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of cement concrete 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 of 1000 m as per Technical Specification Clause 202. B Cement Concrete

Particular No Length Width Depth

2 9.1 A Excavation for Structures Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, sortingout servicible & unservicible materials and disposal of all materials upto 1000 m lead and backfilling with approved material. Ordinary soil

Particular No Length Width Depth

11.4 (I) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10

Particular No Length Width Depth

11.4 (II) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15

Particular No Length Width Depth

12.9 Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Particular No Length Width Depth

7.3 B Granular Sub-base Construction of granular sub-base by providing well graded material, spreading in uniform layers with appropriate equipment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with 8-10 t static roller to achieve the desired density, complete as per Technical Specification Clause 401 for gradings mentioned in table 400.1 (CBR 20 or more) B River born materials

Particular No Length Width Depth

7.5 Cement Concrete Slab Construction of un-reinforced and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer, sealant, approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,

Particular No Length Width Depth

Team Leader Sub Engineer Assistant Manager General Manager

Sai Enterprises, Camp Betul M.P.R.R.D.A. PIU-1, Betul M.P.R.R.D.A. PIU-1, Betul M.P.R.R.D.A. PIU-1, Betul

BILL OF QUANTITY

Karradand to Aasanpani Length :- 7.95 km

S.N SOR Item No Description Quantity Unit Rate Amount

Part A I.R.Work

1 3.1 Scarifying Existing Granular Surface to a Depth of 50 mm Scarifying existing granular/bituminous surface upto a depth of 100 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. 16351.999999999998 Sqm 13

2 4.8 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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. Cum 1887

3 5.1 Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 23850 sqm 62

4 11.14 (I) Tack coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 7453.125 Sqm 21

5 9.14(B) (B) Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 1 Each 18610

6 9.15(A) Providing and fixing 'Citizen Information Board' of PMGSY Project(A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back 1 Each 14010

7 9.16 Providing and Fixing 'PMGSY Sign board' and 'Logo' of PMGSY Project B PMGSY Logo Board Providing and fixing Logo Board of PMGSY size 600×600mm diamond shape with 1 plate of size 900×250 mm made of 16 gauge sheet over frame of angle iron 25×25×3mm as per PMGSY specifications & drawing, painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 5 Each 6626

8 9.8 Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (A) 200 m stone (precast) 9 Each 2292

9 9.8 Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (A) 200 m stone (precast) 32 Each 660

10 9.2(A) Cautionary, mandatory, informatory, direction and place indentification signs Semi-Reflective Traffic signs up to 0.90 sqm size board Providing and erecting cautionary, mandatory, informatory, direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 9.45168 Sqm 5285

11 9.2(B) Semi-Reflective Traffic signs more than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 10 Each 5756

12 9.9 Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704( LHS) 130 Each 673

13 11.13 White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc as per technical specification clause 1915. 60 sqm 26

14 11.7(i) Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 2 Nos 1448

15 11.7(ii) Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908 2 Nos 3053

16 7.1 Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. 353.91999999999996 Cum 394

17 7.10(II) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 25.28 RM 4576

18 7.21 Supplying, fitting, and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202, Steel @ 20kg per Cum ,12mm 7.5840000000000005 MT 71745

19 7.18 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204,For height upto 5 m 379.20000000000005 cum 5384

20 7.22 Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 199 no. 317

21 7.1 Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. 280.84999999999997 Cum 394

22 7.10 (ii) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II P.C.C grade M 15(Nominal mix (1:2.5:5) 185.43576 Cum 4576

23 7.18 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I P.C.C grade M 15 (Nominal mix (1:2.5:5) 169.8382 Cum 5384

24 7.27 (i) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4 10.046400000000002 Cum 6157

25 7.27 (ii) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 R.C.C. grade M 25 (Design Mix) 58.1364 Cum 6498

26 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 5.491180720000001 MT 73726

27 7.22 Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 82 Nos. 317

28 7.41 Filler Joint (II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications 39.3 Cum 399

29 7.35 Drainage spouts complete as per drawing and technical specifications Clause 1209 0 Cum 1632

30 7.31 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 7.593787132914615 cum 11782

31 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material 124.188 Cum 1032

Part B Renewal Work

1 11.12 (iii) Cutting of branches of trees shrubs and trimming of grass and weeds.Trimming of grass and weeds from the shoulder/berms and disposing off the same to suitable locations as per technical specification clause 1914. 29812.5 sqm 3 3

2 11.1 Restoration of Rain Cuts - Restoration of rain cuts with soil, moorum gravel or a mixture of these , clearing the loose soil , benching for 300 mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alingement , level and slopes as per drawings and techinical specification Clause 1902 393.76800000000003 Cum 273

3 11.2 (II) Maintenance of Earhen shoulder (stripping of excess soil) -Stripping excess material from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 7620 sqm 27

4 11.2 (i) Maintenance of Earthen shoulder (filling with fresh selected soil) - Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 20287.5 Sqm 49

5 4.8 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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

5 11.14 (I) Tack coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 0 Sqm 21

6 11.14 (II) Pre-mix carpet using bituminous (penetration grade modified bitumen) binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of aggregate 13.2mm size (passing 22.4mm size sieve & retained on 11.2mm sieve and 11.2mm size (passing 13.2mm sieve and retained on 5.6mm sieve) either using penetration grade bitumen or emulsion to 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. By Mechanical Means ii. Bitumen (CG-30) 30706.875 Sqm 166

7 11.14 (IV) Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 By Mechanical Means Case - II : Type B ii. Bitumen (VG-30) 30706.875 Sqm 60

8 9.18 Road marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes.) sqm 627

Part -C ( Five Year Maintenance Work )

Maintenance of Road for Ist Year after Construction per km 22000 7.95

Maintenance of Road for IInd Year after Construction per km 24000

Maintenance of Road for IIIrd Year after Construction per km 29000

Maintenance of Road for IVth Year after Construction per km 44000

Maintenance of Road for Vth Year after Construction per km 70000

Total Of ( A+B+C)

Grand Total 527.88

SUB ENGINEER EXECUTIVE ENGINEER

CGRRDA,PIU-RAJPUR CGRRDA,PIU-RAJPUR