NIT 1189 PMGSY Road Renewal Maintenance PKG No CG 08-M-37 District- Kanker

GOVERNMENT OF CHHATTISGARH

CHHATTISGARH RURAL ROAD DEVELOPMENT AGENCY PIU 2 Kanker, DISTRICT - Kanker

Name of Road T11-PAKHANJORE TO CHANDANPUR PV 71

Length 16.40 Km

Block Koelibeda

District Kanker

Cost of Construction Details

Part I Initial Rehabitation Work's 39.88 Lacs

Part II Annual Routine Maintenance 44.28 Lacs

Part III Renewal Work's 417.92 Lacs

Part IV Emergency Work's 10% of (Part-II+Part-III) 0.00 Lacs

Total Amount 502.08 Lacs

GST 18% 90.37 Lacs

G_Total Amount 592.45 Lacs

Project Implementation Unit No. 2,

Chhattisgarh Rural Road Development Agency, District-Kanker (C.G.)

Technical Report and Specification

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

2 Name of Road T11-PAKHANJORE TO CHANDANPUR PV 71 Proposed

3 Length of Road (Km) Total Length 16.400Km. Total Length

4 Name of Block Koelibeda BT 16400.00m.

5 Estimated Cost 502.08 Lacs C.C. 0.00m.

Add GST 18% 90.37 Lacs EXISTING CC 0.00m.

Total Cost 592.45 Lacs 16400.00m.

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

8 Construction Pkg. No. CG-08-178 Complition Date 09-19-19

9 Post 5 Year Pkg. No. - 05 Year Maintenance Complition Date 09-19-24

10 Package No. CG08-

11 History Background This road was constructed under package CG-08-178 which was completed on 19-09-2019. Package of this road is newly proposed for Renewal work. The Length of Road is 16.40 Km. in which BT is 16.40 km and C.C. is 00 Km.

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 Emergency works : Provision is made as per guide lines of CGRRDA

13 Rate's As per SOR w.e.f. march 2025

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. PIU-2 Kanker C.G.R.R.D.A. PIU-2 Kanker C.G.R.R.D.A. PIU-2 Kanker

Detail of Maintenance Work's Package

Project Implimentation Unit - 2 Bhanupratappur Package No. :- CG08-

S .No. Pkg. No. Name of Road Block Length of Road (In Km.) Cost of Maintenance Work's for Five Year's (Amount in Lacs) Add 18 % GST Total Amount Work Order Date of Package post five year Complition Date of Package post five year Remark's

Initial Rehabitation Work's A Annual Routine Maintenance B Renewal Work's C Emergency Work's 10% of (B+C) Total A+B+C+D

1 CG08- T11-PAKHANJORE TO CHANDANPUR PV 71 Koelibeda 16.400 39.88 44.28 417.92 0.00 502.08 90.37 592.45

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. PIU-2 Kanker C.G.R.R.D.A. PIU-2 Kanker C.G.R.R.D.A. PIU-2 Kanker

Detail of Maintenance Work's Roadwise Package

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

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

1 Kanker 02 Kanker PIU02 Bhanupratappur Koelibeda Antagarh T11-PAKHANJORE TO CHANDANPUR PV 71 16.40 39.88 44.28 417.92 502.08 90.37 592.45

Detail of Maintenance Work's Packagewise Abstract

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

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

1 Kanker 02 Kanker PIU02 Bhanupratappur Koelibeda Antagarh 1 16.40 39.88 44.28 417.92 502.08 90.37 592.45

Details of the package of maintenance work

PIU -2 Bhanupratappur

Dist - Kanker Package No. :- CG08-

S No Cons truction Pkg. No. Post 5 Year MTN Pkg. No. Name of Road Block Length of Road (Km.) Expiry Date of under 5 Year Maint. Contract Cost of 5 Year maintenance Work's (Rs. In Lakh) Total (8+9+10 +11) Recom mended time for IR (Part-1) in Months Date of under 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 CG-08-178 - T11-PAKHANJORE TO CHANDANPUR PV 71 Koelibeda 16.400 09-19-24 39.88 44.28 417.92 0.00 502.08 NA 01-00-00 NA NA NA

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. PIU-2 Kanker C.G.R.R.D.A. PIU-2 Kanker C.G.R.R.D.A. PIU-2 Kanker

Details of road, package completing 10 year maintenance contract

PIU - Bhanupratappur

Dist - Kanker Package No. :- CG08-

S No Construc tion Pkg. No. Post 5 Year MTN Pkg. No. Name of Road Block Total Length of Road Completion Date of under 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

C.G.R.R.D.A. PIU-2 Kanker C.G.R.R.D.A. PIU-2 Kanker C.G.R.R.D.A. PIU-2 Kanker

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

Initial Rehabilitation work Part I

Name of Road : - T11-PAKHANJORE TO CHANDANPUR PV 71

S.No. Name of Work / Chainage Amount (Lacs) Proposed I.R. Work

1 Road Part 0.00 Clearing & Grubbing

2 Protection work / Drain Retaining wall and CC shoulder

3 C C Road Work

2 CD WORK 34.07 New CD work 1x6.0m SSC

3 Road Furniture 5.81 Speed Breaker and Road furniture

Say in Lacs 39.88

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. PIU-2 Kanker C.G.R.R.D.A. PIU-2 Kanker C.G.R.R.D.A. PIU-2 Kanker

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

CONSTRUCTION OF RURAL ROADS UNDER MATATENANCE

ESTIMATE FOR INITIAL REHABILITATION

Road Name- T11-PAKHANJORE TO CHANDANPUR PV 71 Package No.- CG08-

Block - Koelibeda Length of Road in Kms 16.400 km

District- Kanker

S. No. SSOR Item No. Description of Item No. L W B/W Total Quantity Unit Rate (Rs.) Amount (Rs.)

1 Road Part 2800m

1 11.12 (iii) Cutting of branches of trees shrubs and trimming of grass and weeds Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 2.00 16400.00 1.875 61500.00

2 2.6 (B) Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202

3 7.1 (I) i 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 B #REF! #REF!

RD 5720 4.00m SC Abutments 2 10.10 2.95 2.00 119.180 D #REF! #REF!

Returns 2 x 2 3.00 2.85 2.00 68.400 F #REF! #REF!

2 7.10 I 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)

4 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)

RD 5720 4.00m SC A1 #REF! #REF!

Abutments Foundation 2 9.80 2.65 0.20 10.39

Abutments (Upto NBL) 2 8.60 1.90 1.80 58.82

Return Wall Upto NBL 2 x 2 3.15 1.80 1.80 40.82

NBL Floor 1 3.73 7.50 0.00

RD 9410 m 6.00m SC Abutments Foundation 2 9.80 3.05 0.20 11.96

Abutments (Upto NBL) 2 8.60 2.30 1.80 71.21

Return Wall Upto NBL 2 x 2 3.95 2.25 1.80 63.99

NBL Floor 2 5.74 7.50 0.00

5 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)

RD 5720 4.00m SC Abutments (Above NBL) 2 7.50 0.98 1.60 23.52

Return Wall Above NBL 2 x 2 3.53 0.78 2.17 23.90

RD 9410 m 6.00m SC Abutments (Above NBL) 2 7.50 1.18 2.80 49.56

Return Wall Above NBL 2 x 2 4.53 1.00 3.48 63.06

6 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)

RD 5720 4.00m SC Abutments Cap 2 7.50 0.70 0.20 2.10

Wheel Gaurd 2 0.40 0.40 0.60 0.19

RD 9410 m 6.00m SC Abutments Cap 2 7.50 0.70 0.20 2.10

Wheel Gaurd 2 0.40 0.40 0.40 0.13

7 7.29 Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

RD 5720 4.00m SC

Stirrups Dirt Wall Ø8mm 2 x 38 1.37 @ 0.39 40.61

Slab Main Bar Ø16mm, @105mm C/C 1 x 71 4.64 @ 1.58 520.52

Distribution bar Ø12mm, @200mm C/C 1 x 23 7.42 @ 0.89 151.89

Top Transverse Bar Ø10mm @ 300mm C/C 1 x 26 3.65 @ 0.62 58.84

Top Longitudinal Bar Ø10mm @ 300mm C/C 1 x 15 7.42 @ 0.62 69.01

Wheel Gaurd 24 x 2 1.80 @ 0.62 53.57

Surface Reinforcement for Abutment 6kg/Sqm (Ø8mm, 200mm C/C Both Side) 2 x 2 8.60 1.80 4 247.68

Surface Reinforcement for Wingwall 6kg/Sqm 2 x 4 5.05 1.80 4 290.88

RD 9410 m 6.00m SC

Stirrups Dirt Wall Ø8mm 2 x 38 1.71 @ 0.39 50.68

Slab Main Bar Ø20mm, @115mm C/C 2 x 66 7.08 @ 2.47 2308.36

Distribution bar Ø12mm, @150mm C/C 2 x 45 7.42 @ 0.89 594.34

Top Transverse Bar Ø10mm @ 300mm C/C 2 x 26 5.14 @ 0.62 165.71

Top Longitudinal Bar Ø10mm @ 300mm C/C 2 x 24 7.42 @ 0.62 220.82

Surface Reinforcement for Abutment 3kg/Sqm (Ø8mm, 200mm C/C Both Side) 2 x 1 8.75 2.00 3.00 105.00

Surface Reinforcement for Wingwall 6kg/Sqm 2 x 2 7.33 2.00 3.00 175.92

Wheel Gaurd Ø10mm 2 x 2 1.60 @ 0.62 3.97

8 7.23 (I) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material

As Per Excavated Earth Item No.01 424.560

Deduction 7.10(I)P.C.C grade M 15(Nominal mix (1:2.5:5) -272.430

Abutment 2 5.60 0.60 0.000

Return Wall 2 x 2 4.53 0.60 0.000

9 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 7.8 3.8

RD 5720 4.00m SC Abutment 2 11 22

Return Wall 4 6 24

RD 9410 m 6.00m SC Abutment 2 11 22

Return Wall 4 6 24

10 7.6 (A) Providing and laying reinforced cement concrete pipe NP3 for Culverts/ Burried conduits on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106.

TOTAL 3407197.00

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. PIU-2 Kanker C.G.R.R.D.A. PIU-2 Kanker C.G.R.R.D.A. PIU-2 Kanker

CONSTRUCTION OF RURAL ROADS UNDER MATATENANCE

Estimate for construction of Road Furniture

Road Name- T11-PAKHANJORE TO CHANDANPUR PV 71 Package No.- CG08-

Block - Koelibeda Length of Road in Kms 16.400 km

District- Kanker

S. No. SSOR Item No. Description of Item Nos. Length (M) Width (M) Thickness (M) Total Quantity Unit Rate (Rs.) Amount (Rs.)

1 9.14 (B) Providing and Fixing Informatory and Logo Board of PMGSY Project (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 1.00

2 9.15 (A) Providing and fixing “Citizen Information Board/Maintenance Information Boade” 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 2 2.00

3 9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. 9 9.00

4 9.2 A Cautionary, mandatory, informatory direction and place identification sign boards. (A) Semi-Reflective Traffic signs upto 0.90 sqm Direction and place identification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s 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 40 0.810 32.400

5 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 1 1.080 1.080

6 9.8 (i) Kilometer Stone Reinforced cement concrete M15 grade kilometer 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 (I)5th Kilometer Stone (precast) 3 3

7 9.8 (ii) Kilometer Stone Reinforced cement concrete M15 grade kilometer 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 (II) Ordinary Kilometer Stone (Precast) 15 15

8 9.8 (III) Kilometer Stone Reinforced cement concrete M15 grade kilometer 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 (III) 200 m stone (precast) 64 64

9 9.17 Providing and fixing guard stones 200 x 200 x 900 mm made of precast RCC M20 grade fixed at 300 mm into the ground in P.C.C. 1:3:6 blocks of size 400 x 400 x 400 mm and given two coats of paint with white and black bands including excavation 100 100

10 9.20 Speed Braker (For 9.0 Mt Formation Width (5.50 carriage way width) Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as directed by engineer in charge as per relevant clauses of MORD specifications. 5 5

11 11.13 White washing two coats on parapet walls of CD and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 0.00 7.500 1.200 0.000

12 11.9 Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 0.00 0.00

13 11.11 (II) Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 (II) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade 0.00 0.00

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 3.00 3.000 One No. Hume Pipe

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 6.00 6.000 Per Culvert

Total Cost = 581087.00

AMOUNT IN LAKHS Rs.= 5.81

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. PIU-2 Kanker C.G.R.R.D.A. PIU-2 Kanker C.G.R.R.D.A. PIU-2 Kanker

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

Project Implimentation Unit - 2 Bhanupratappur Package No. :-

Name of Road :- T11-PAKHANJORE TO CHANDANPUR PV 71

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

Rate's (A) Before Renewal (B) After Renewal (C.) Rates Applicable for routine maintenance of cement concrete road entire contract period

up to 7.50 Meter wide Road 3.0m/3.75m Carriageway 9.00 Meter wide Road (5.50m carriageway) up to 7.50 Meter wide Road 3.0m/3.75m Carriageway 9.00 Meter wide Road (5.50m carriageway) Carriageway/Roadway up to 7.50 meter wide road/(3.0/3.75 m carriageway) 9.00 meter wide road/(5.50 m carriageway) Remark

Traffic IntensityT1 to T4 (Rs per KM) Traffic IntensityT5 to Above (Rs per KM) Traffic Intensity T5 and above (Rs per KM) Traffic IntensityT1 to T4 (Rs per KM) Traffic IntensityT5 to Above (Rs per KM) Traffic Intensity T5 and above (Rs per KM)

1st Year Per Km. 68000 76000 100000 22000 24000 32000 Rates (Rs.) Per Km/Year (Entire contract period) 20500 21000

. Year of Guarantee Period Rate Analysis Total Amount (A+B+C) Per Year Per Km. Total Length of Road (In Km.) Remark

Renewal Part (A) Balance Part (B) Cement Conrete Pavement Part (C)

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

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. PIU-2 Kanker C.G.R.R.D.A. PIU-2 Kanker C.G.R.R.D.A. PIU-2 Kanker

Annual Repair work Part II

Name of Road : - T11-PAKHANJORE TO CHANDANPUR PV 71

S.No. Name of Work / Chainage Amount (Rs.) Proposed I.R. Work

1 Before Renewal 0.00 Maintenance

2 After Renewal 44.28 Maintenance

Say in Lacs 44.28

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. PIU-2 Kanker C.G.R.R.D.A. PIU-2 Kanker C.G.R.R.D.A. PIU-2 Kanker

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

Bitumen Renewal work Part III

Name of Road : - T11-PAKHANJORE TO CHANDANPUR PV 71

S.No. Name of Work / Chainage Amount (Rs.) Proposed I.R. Work

1 Part A 0.00 Patch Work

2 Part B 417.92 BT Renewal

Say in Lacs 417.92

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. PIU-2 Kanker C.G.R.R.D.A. PIU-2 Kanker C.G.R.R.D.A. PIU-2 Kanker

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

CONSTRUCTION OF RURAL ROADS UNDER MATATENANCE

PART - III :- ESTIMATE OF RENEWAL OF BITUMINOUS SURFACE

Road Name- T11-PAKHANJORE TO CHANDANPUR PV 71 Package No.- CG08-

Block - Koelibeda Length of Road in Kms 16.400 km

District- Kanker

S. No. SSOR Item No. Description of Item No. Length (M) Width (M) Thickness (M) Total Quantity Unit Rate (Rs.) Amount (Rs.)

CONSTRUCTION OF RURAL ROADS UNDER MATATENANCE

PART - III :- ESTIMATE OF STRENGTHNING OF BITUMINOUS SURFACE

Road Name- T11-PAKHANJORE TO CHANDANPUR PV 71

Block - Koelibeda Length of Road in Kms 16.400 km

District- Kanker

S. No. SSOR Item No. Description of Item Nos. Length (M) Width (M) Thickness (M) Total Quantity Unit Rate (Rs.) Amount (Rs.)

1 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 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications Clause 1902

2 3.1 Scarifying Existing Granular bituminous Surface to a Depth of 100 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 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.

Extra For Extra Widening, Faning at Junction 3% 54.02

4 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

3 % Extra For Extra Widening, Faning at Junction 3% 720.29

5 11.14 (I) Periodical Renewal to existing bituminous surface 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.

5 % Extra For Extra Widening, Faning at Junction 4510.00

6 5.6 Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. Bitumen(S-65) VG-30

5 % Extra For Extra Widening, Faning at Junction 3% 36.14

7 11.14 (II) Periodical Renewal to existing bituminous surface 1.Open graded Premix carpet 20 mm thick Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509, Viscocity grade (VG) Bitumen specification as per IS 73:2006 Type A (I) Bitumen (VG-10) (II) Bitumen (VG-30)

3 % Extra For Extra Profile Correction Widening, Faning at Junction 3% 2706.00

8 11.14 (IV) Periodical Renewal to existing bituminous surface 1.Open graded Premix carpet 20 mm thick 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 Case II Type B (I) Bitumen (VG-10) (II) Bitumen (VG-30)

3 % Extra For Extra Widening, Faning at Junction 3% 2706.00

9 3.12 (b) Construction of sub-grade and earthen shoulders with approved material (Granular material having CBR not less than 10) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.(To be used for side shoulder WBM)

10 11.2 (ii) Maintenance of shoulder (stripping of excess material) 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

11 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.)

3% of Total Length 2 4920.000 0.100 984.00

Grand Total 41791697.00

AMOUNT IN LAKHS Rs.= 417.92

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. PIU-2 Kanker C.G.R.R.D.A. PIU-2 Kanker C.G.R.R.D.A. PIU-2 Kanker

ESTIMATE OF I.R. Work

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

Name of Road :- T11-PAKHANJORE TO CHANDANPUR PV 71 Package No. :- CG08-

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

Total 24.30 Cum 44 1069

2 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

Total 6.00 Cum 958 5748

3 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 30.00 0.30 0.1 1.8

Total 7.80 Cum 4077 31801

4 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

Total 12.00 Cum 4110 49320

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 :- T11-PAKHANJORE TO CHANDANPUR PV 71 Package No. :- CG08-

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

Total 9.00 Cum 419 3771

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

Total 33.60 Cum 195 6552

3 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

Total 6.30 Cum 4077 25685

4 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

5 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

Total 24.00 Rm 149 3576

6 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

Total 16.88 Cum 638 10769

7 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

CHHATTISGARH RURAL ROAD DEVELOPMENT AGENCY, PIU-02 CGRRDA Bhanupratappur

BILL OF QUANTITY

Name of District :- Kanker Name of Block :- Koelibeda

Name Of Road :- T11-PAKHANJORE TO CHANDANPUR PV 71 Length Of Road :- 16.40 Km

Package No. :- CG08-

S.No. SOR Item ID BOQ Description Unit Rate T11-PAKHANJORE TO CHANDANPUR PV 71 Total Quantity Total Amount

Quantity Amount

1 11.12 (iii) Cutting of branches of trees shrubs and trimming of grass and weeds Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 Sqm 3.00 61500.00 184500.00 61500.00 184500.00

2 9.14 (B) Providing and Fixing Informtory and Logo Board of PMGSY Project 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 18610.00 1.00 18610.00

3 9.15 (A) (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 14010.00 2.00 28020.00

4 9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. Each 6626.00 9.00 59634.00

5 9.2 A Cautionary, mandatory, informatory direction and place identification sign boards. (A) Semi-Reflective Traffic signs upto 0.90 sqm Direction and place identification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s 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 5285.00 32.40 171234.00

6 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 SQM 5756.00 1.08 6216.00

7 9.8 (i) Kilometer Stone Reinforced cement concrete M15 grade kilometer 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 (I)5th Kilometer Stone (precast) Each 3947.00 3.00 11841.00

8 9.8 (ii) Kilometer Stone Reinforced cement concrete M15 grade kilometer 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 (II) Ordinary Kilometer Stone (Precast) Each 2292.00 15.00 34380.00

9 9.8 (III) Kilometer Stone Reinforced cement concrete M15 grade kilometer 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. (III) 200 m stone (precast) Each 660.00 64.00 42240.00

10 9.17 Reinforced cement concrete M15 grade Guard Stone of size 200 mm x 200mm x 800 mm fixing in position including painting and printing etc. as per drawing, Technical Specification and as per direction of Engineer in Charge. Each 525.00 100.00 52500.00

11 9.20 Speed Braker (For 9.0 Mt Formation Width (5.50 carriage way width) Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as directed by engineer in charge as per relevant clauses of MORD specifications. Each 26750.00 5.00 133750.00

12 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 One No. Hume Pipe 1448.00 3.00 4344.00

13 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 Per Culvert 3053.00 6.00 18318.00

14 2.6 (B) Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 Cum 762.00 113.67 86617.00

15 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. Ordinary soil i. Upto 3 m depth Cum 394.00 424.56 167277.00

16 7.6 (A) Providing and laying reinforced cement concrete pipe NP3 for Culverts/ Burried conduits on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. (A) 600 mm dia M 2928.00 22.50 65880.00

17 7.10 (I) 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) Cum 4614.00 0.00 0.00

18 7.10 (II) 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 15 (Nominal mix 1:2.5:5) Cum 4576.00 272.43 1246640.00

19 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) Cum 4839.00 160.04 774434.00

20 7.23 (i) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (i) Granular material Cum 1032.00 217.79 224759.00

21 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 Cum 317.00 92.00 29164.00

22 7.29 Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 mt 75611.00 6.41 484515.00

23 7.27 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) Cum 6498.00 22.07 143411.00

TOTAL PART-I (IR) 3988284.00

TOTAL PART-I (IR) Say In Lakh's ₹ 39.88

PART-II (Renewal)

24 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 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications Clause 1902 Cum 273.00 2952.00 805896.00

25 11.5 Maintenance of WBM Road Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and raveling as per technical specification Clause 1906. Sqm 224.00 0.00 0.00

26 11.3 (III) Maintenance of bituminous surface road Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2 Sqm 362.00 0.00 0.00

27 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 62.00 24729.79 1533247.00 24729.79 1533247.00

28 11.14 (I) Periodical Renewal to existing bituminous surface 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 21.00 94710.00 1988910.00 94710.00 1988910.00

29 11.14 (II) Periodical Renewal to existing bituminous surface 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. ii. Bitumen (CG-30) Sqm 166.00 0.00 0.00 0.00 0.00

30 11.14 (IV) Periodical Renewal to existing bituminous surface 1 Open graded Premix carpet 20 mm thick 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 - I : Type A Case - II : Type B ii. Bitumen (VG-30) Sqm 60.00 0.00 0.00 0.00 0.00

31 11.2 (i) Maintenance of shoulder (filling with fresh selected material) 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 49.00 0.00 0.00 0.00

32 3.1 Scarifying Existing Granular bituminous Surface to a Depth of 100 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 13.00 24009.50 312124.00

33 3.12 b Construction of sub-grade and earthen shoulders with approved material (Granular material having CBR not less than 10) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.(To be used for side shoulder WBM) Cum 223.00 8323.00 1856029.00

34 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 1887.00 1854.73 3499876.00

35 5.6 Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. Bitumen(S-65) VG-30 Cum 8207.00 1240.64 10181891.00

36 11.14 (II) Periodical Renewal to existing bituminous surface 1.Open graded Premix carpet 20 mm thick Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509, Viscocity grade (VG) Bitumen specification as per IS 73:2006 Type A (I) Bitumen (VG-10) (II) Bitumen (VG-30) Sqm 166.00 92906.00 15422396.00

37 11.14 (IV) Periodical Renewal to existing bituminous surface 1.Open graded Premix carpet 20 mm thick 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 Case II Type B (I) Bitumen (VG-10) (II) Bitumen (VG-30) Sqm 60.00 92906.00 5574360.00

38 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 627.00 984.00 616968.00

39 3.8 (i) Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technic M 99.00 0.00 0.00

40 4.1 (a) Granular Sub-base with Well Graded Material (Table 400.1)Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density Cum 804.00 0.00 0.00 0.00 0.00

TOTALPART-II (Renewal) 41791697.00 3706657.00

PART-III (Routine Maintenance)

Total of PART-III (Routine Maintenance) 4428000.00 4428000.00

Maintenance in Lakh's ₹ 44.28 44.28

TOTAL COST PART-I + PART-II + PART-III 50207981.00 8134657.00

GRAND TOTAL Including GST 59245418.00 9598895.26

GRAND TOTAL (in Lac) ₹ 592.45 95.99

Sub Engineer Assistant Engineer Executive Engineer Executive Engineer

C.G.R.R.D.A. PIU-2 Kanker C.G.R.R.D.A. PIU-2 Kanker C.G.R.R.D.A. PIU-2 Kanker C.G.R.R.D.A. PIU-2 Kanker

Special Repair & Emergency work Part III

Name of Road : - T11-PAKHANJORE TO CHANDANPUR PV 71

S.No. Name of Work / Chainage Amount (Rs.) Proposed I.R. Work

1 Special Repair 0.00

2 Emergency Work/After Renewal 46.22

Say in Lacs 46.22

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. PIU-2 Kanker C.G.R.R.D.A. PIU-2 Kanker C.G.R.R.D.A. PIU-2 Kanker

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

Strip Plan (As Per Work Status)

Name of Road :- T11-PAKHANJORE TO CHANDANPUR PV 71 5.50 / 9.00 Package No. :- CG08-

Total Length :- 16.400Km. BT - 16400.00 M.

River Gap - 0.00 M.

Total - 16400.00 M.

Project Implimentation Unit - 2 Bhanupratappur

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. PIU-2 Kanker C.G.R.R.D.A. PIU-2 Kanker C.G.R.R.D.A. PIU-2 Kanker

Drawing of Protection Wall

Name of Road :- T11-PAKHANJORE TO CHANDANPUR PV 71

Length of Protection Wall 36 m M.

RD :- From 800 to 850 m

Drawing of Toe Wall

Name of Road :- T11-PAKHANJORE TO CHANDANPUR PV 71

Length of Toe Wall M.

Retaining Wall Design

Name of Road:- T11-PAKHANJORE TO CHANDANPUR PV 71

Package No:- CG-15-

Depth to underside of base dbase = 0.00 m

Thickness of base tbase = 0.20 m

Height of wall above foundation hwall = 3.00 m

Breadth of base bbase = 1.60 m

Breadth of top btop = 0.40 m

Concrete weight density γconc = 23.50 kN/m3

Water weight density γwater = 9.81 kN/m3

Weight density γfill.dry = 15.35 kN/m3

Shearing resistance φfill = 35.00 º

Effective cohesion c'fill = 0.00 kPa

Foundation soil

Weight density γfdn = 15.35 kN/m3

Shearing resistance φfdn = 35.00 º

Effective cohesion c'fdn = 0.00 kPa

Design Results:

Applied surcharge q = 0.00 kPa EQU: Overturning 3.08 (OK)

GEO: Sliding: DA1, Cbntn 1: 2.53 (OK)

GEO: Sliding: DA1, Cbntn 2: 2.08 (OK) (Governs)

Enter values into blue fields.

Initial Calculation

Wall dimensions:

height of sloping portion, hsloping hsloping = 2.80

Wall area 1, A1 Area1 = 1.68

Wall area 2, A2 Area2 = 1.12

Wall area 3, A3 Area3 = 0.32

Total: Awall = 3.12

2. Representative actions

Self-weight of wall:

Wall area 1, W1 Gvk.1 = 39.48

Wall area 2, W2 Gvk.2 = 26.32

Wall area 3, W3 Gvk.3 = 7.52

Total: Gvk.wall = 73.32

3. Characteristic material properties

Concrete weight density γk.conc = 23.50 kN/m3

Weight density γk.fill.dry = 15.35 kN/m3

Shearing resistance φk.fill = 35.00 º

Effective cohesion c'k.fill = 0.00 kPa

Foundation soil

Weight density γk.fdn = 15.35 kN/m3

Shearing resistance φk.fdn = 35.00 º

Effective cohesion c'k.fdn = 0.00 kPa

Check against sliding and overturning

Active earth pressure coefficient Kad.fill = 0.271 = 1-sinQ/1+sinQ

Angle of interface friction δd = 23.45 = 0.67Q

Weight density γd.fill = 15.350 =

Self-weight of wall:

Wall area 1, W1 Gvk.1 = 39.48

Wall area 2, W2 Gvk.2 = 26.32

Wall area 3, W3 Gvk.3 = 7.52

Total: Gvk.wall = 73.32

Active earth pressures

Active lateral earth pressure (fill) pfdn1 = 12.48 = Kad.fill * γd.fill * hwall

Active lateral earth pressure (fndtn soil) pfdn2 = 0.00 = Kad.fill * γd.fill * dbase

Active lateral earth pressure pbase = 0 = pfdn2 +( γfdn * Kadfdn * dbase )

Active thrust behind wall (permanent - unfavourable)

Active earth pressure 1 Pa1 = 18.72 = 0.5 * pfdn1 * hwall

Active earth pressure 2 Pa2 = 0.00 = 0.5 * (pfdn2 + pbase) X dbase

Total horizontal thrust Hd = 18.72 = Pa1 + Pa2

Sliding resistance

Horizontal resistance Rhd.base = 31.80 = Gvk.wall * tan δd

Factor of safety against sliding = Fs = 1.70 = Rhd.base / Hd > 1.5

Pa due to fill LPa = 1.67

Destabilising mmt due to fill Mdst1.b = 31.20 Lpa * Hd

Wall area 1 Lwall1 = 0.80 = (2/3)*(bbase-btop)

Wall area 2 Lwall2 = 1.40 = (bbase-btop)+(btop/2)

Wall area 3 Lwall3 = 0.80 = bbase/2

Stabilising mmt due to Area 1 Mstb1 = 31.58 = Gvd1*Lwall1

Stabilising mmt due to Area 2 Mstb2 = 36.85 = Gvd2*Lwall2

Stabilising mmt due to Area 3 Mstb3 = 6.02 = Gvd3*Lwall3

Total stabilising moment Mstb = 74.45 = Mstb1 + Mstb2 + Mstb3

Factor of safety against overturning = Fo = 2.39 = Mstb / Mdst1.b > 1.5

Drawing of Drain

Name of Road :- T11-PAKHANJORE TO CHANDANPUR PV 71

Length of Drain :- M.

Durgukondal To Kodapakha Sangam To Swarupnagar Total

Durgukondal To Kodapakha Sangam To Swarupnagar Total

Part -II Renewal 376.37 122.75 499.12

Part-III Maint. 21.69 20.41 42.10

Durgukondal To Kodapakha Sangam To Swarupnagar Total

Tender Rate 22.61% below -100.70 -30.12 -130.82

Part-III Maint. 21.69 20.41 42.10 42.11