NIT 1189 PMGSY Road Renewal Maintenance PKG No CG 07-M-101District- Jashpur

GOVERNMENT OF CHHATTISGARH

CHHATTISGARH RURAL ROAD DEVELOPMENT AGENCY PIU PATHALGAON, DISTRICT - Jashpur

Name of Road Shivpur To Pathalgaon

Block Pathalgaon

District Jashpur

Cost of Construction Details Per Km Cost

Grand Total Lacs

Technical Report and Specification

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

2 Name of Road Shivpur To Pathalgaon Proposed

3 Length of Road (Km) Total Length Total Length

4 Name of Block Pathalgaon BT

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. CG07-93

9 Post 5 Year Pkg. No. CG07-

10 Package No. CG-07-101

11 History Background This road was constructed under package CG 07-93 which was completed on 14.09.2019 hence post five year Mantinance Period will be completing on 14.09.2024 for construction work Period will be completing on the Length of Road is 9.20 Km. in which BT is 8.60 Km. and C.C. is 0.60 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 Imergency works : Provision is made as per guide lines of CGRRDA

13 Rate's As per SSR w.e.f. 25 June 2025

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. PIU-02, Pathalgaon C.G.R.R.D.A. PIU-02, Pathalgaon C.G.R.R.D.A. PIU-02, Pathalgaon

Detail of Maintenance Work's Package

Project Implimentation Unit - 2, Pathalgaon CG-07-101

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 Total A+B+C+D

1 CG07- Shivpur To Pathalgaon Pathalgaon 01.06.2019 31.05.2024

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. PIU-02, Pathalgaon C.G.R.R.D.A. PIU-02, Pathalgaon C.G.R.R.D.A. PIU-02, Pathalgaon

Details of the package of maintenance work

Project Implimentation Unit - 2, Pathalgaon

Dist - Jashpur CG-07-101

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) 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

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

1 CG07-93 CG07- Shivpur To Pathalgaon Pathalgaon 31.05.2024 NA 01.06.2019 NA NA NA

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. PIU-02, Pathalgaon C.G.R.R.D.A. PIU-02, Pathalgaon C.G.R.R.D.A. PIU-02, Pathalgaon

Details of road, package completing 10 year maintenance contract

Project Implimentation Unit - 2, Pathalgaon

Dist - Jashpur Package No. :- CG-07-101

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

1 CG07-93 CG07- Shivpur To Pathalgaon Pathalgaon 31.05.2024 0 0 0

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. PIU-02, Pathalgaon C.G.R.R.D.A. PIU-02, Pathalgaon C.G.R.R.D.A. PIU-02, Pathalgaon

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

Initial Rehabilitation work

Name of Road : - Shivpur To Pathalgaon

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

1 Road Furniture 1 Speed Breaker and Road Furniture

2 Retaining Wall 1 Retaining Wall

Say in Lacs Say in Lacs

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. PIU-02, Pathalgaon C.G.R.R.D.A. PIU-02, Pathalgaon C.G.R.R.D.A. PIU-02, Pathalgaon

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

CONSTRUCTION OF RURAL ROADS UNDER MATATENANCE (CGRRDA) Bill Of Quantity

Name of Road :- Shivpur To Pathalgaon

Length in (km) :- 9.20 km

S.No. S.No/ SOR No Description Unit Rate Quantity Amount

1 9.19 Speed Bracker Providing and Laying rounded hump type of speed bracker confirming to IRC - 99 and as per guidelines and drawings of NRRDA circular no. P-17019/6/2006/PII Dated 16 September2009 Each 22547

2 9.15 (A) Maintenance Board 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

3 9.14 (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. 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

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

5 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) cum 1200

6 7.6 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. 600 mm dia M 2928

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 5th Kilometer Stone (precast) Each 3947

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 Ordinary Kilometer Stone (Precast) Each 2292

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 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 9.8 B Cautionary, mandatory, informatory, direction and place indentification signs Semi-Reflective Traffic signs More than 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 2 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 9.17 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

13 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 3m. depth Cum 394 66.68

14 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) Cum 4576

15 7.18 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 II. P.C.C. grade M 20 (Nominal mix (1:2:4) Cum 4839

16 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 317

17 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I)Granular material Cum 1032

18 7.27(i) Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 cum 6157

19 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (12 MM) MT 73726

20 3.5 (i) Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3" RM 65

21 6.5 Construction of Plain Cement Concrete Drain with P.C.C. grade M-15 including all shuttering/form work etc. complete as per drawings/technical specification and direction of engineer in charge. Cum 4970

22 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I)Granular material Cum 1032 27.81

23 3.12(a) Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material (Granular material having CBR not less than 7) 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.For Item No.3.12(a) & (b) cum 192

24 11.2(i) Maintenance of Earthen shoulder 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

25 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

26 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

27 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. cum 13

28 3.2 Compacting Original Ground / Existing Embankment.Loosening, Levelling and Compacting original ground/existing embankment/supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. cum 25

29 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

30 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

31 11.14(II)ii 20mm thick Open-Graded Premix Carpet using Bituminous (VG/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/ VG 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., Viscocity grade (VG) Bitumen specification as per IS 73:2006 Sqm 198

32 5.5 Case II Type B (ii) 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 II Bitumen (VG-30) Sqm 60

33 9.8 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

34 4.1(b) Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1)Crushed stone materials (CBR 35 or more), This item is to be used only, where local GSB material or GSB material with blending with other material is not available. Cum 1772

35 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

36 5.6 Bituminous Mecadam 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 Sqm 8207

37 6.1 Construction of un-reinforced, dowel jointed at expansion 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 eveling 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 expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. cum 7057

ESTIMATE OF RENEWAL OF BITUMINOUS SURFACE Total:

For Routine maintenance

Routine maintenance for 1st year after Renewal of Road Km 9.06 32000

Routine maintenance for 2nd year after Renewal of Road Km 34000

Routine maintenance for 3rd year after Renewal of Road Km 42000

Routine maintenance for 4th year after Renewal of Road Km 62000

Routine maintenance for 5th year after Renewal of Road Km 100000

Grand Total 501.94

Sub Engineer Assistant Engineer Executive Engineer

PIU 02,CGRRDA PIU 02,CGRRDA PIU 02,CGRRDA

Pathalgaon Pathalgaon Pathalgaon

PART - III :- ESTIMATE OF RENEWAL OF BITUMINOUS SURFACE

Project Implimentation Unit- 2, Pathalgaon (C.G.) Name of Road :- Shivpur To Pathalgaon Package No. :- CG-07-101

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

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.

Chainage (In M) No Length Width Depth

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 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

Chainage (In M) No Length Width Depth

3 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.

Chainage (In M) No Length Width Depth

5 3.2 Compacting Original Ground / Existing Embankment.Loosening, Levelling and Compacting original ground/existing embankment/supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

Chainage (In M) No Length Width Depth

Take 5 % of length for Pot Hole Total Sqm 25

6 4.1(b) Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1)Crushed stone materials (CBR 35 or more), This item is to be used only, where local GSB material or GSB material with blending with other material is not available.

Chainage (In M) No Length Width Depth

6 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

Chainage (In M) No Length Width Depth

Take 15 % for Pot Hole

7 11.14(i) 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

Chainage (In M) No Length Width Depth

Take 15 % for Pot Hole

Add 3% extra for curves

8 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.

Chainage (In M) No Length Width Depth

Add 3% extra for curves

9 5.6 Bituminous Mecadam 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

Chainage (In M) No Length Width Depth

10 11.14(II)ii 20mm thick Open-Graded Premix Carpet using Bituminous (VG/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/ VG 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., Viscocity grade (VG) Bitumen specification as per IS 73:2006

Chainage (In M) No Length Width Depth

Add 3% extra for curves

11 5.5 Case II Type B (ii) 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 II Bitumen (VG-30)

Chainage (In M) No Length Width Depth

Add 3% extra for curves & fanning etc

12 6.1 Construction of un-reinforced, dowel jointed at expansion 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 eveling 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 expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

Chainage (In M) No Length Width Depth

8960-9000M Add 5% extra for curves & fanning etc

13 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.)

Chainage (In M) No Length Width Depth

33 % of Above Qty Sqm 627

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. PIU-02, Pathalgaon C.G.R.R.D.A. PIU-02, Pathalgaon C.G.R.R.D.A. PIU-02, Pathalgaon

CONSTRUCTION OF RURAL ROADS UNDER MATATENANCE (CGRRDA)

Estimate for construction of Road Furniture

Road Name: Shivpur To Pathalgaon

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

1/ 9.19 Speed Bracker Providing and Laying rounded hump type of speed bracker confirming to IRC - 99 and as per guidelines and drawings of NRRDA circular no. P-17019/6/2006/PII Dated 16 September2009

For 7.5 M Formation Width 1 0 0 0

Total Each 22547

2/ 9.15 (A) Maintenance Board 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

Total Each 14010

3/ 9.14 (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. 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

Total Each 18610

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

Total Each 6626

5/ 7.1 Excavation for structure Earthwork in excavation for structures 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 side

6/ 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)

7/ 7.6 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.

8/ 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

1 Granular Material 0.9 1.2

9/ 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 5th Kilometer Stone (precast)

Total Each 3947

10/ 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 Ordinary Kilometer Stone (Precast)

Total Each 2292

11/ 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 200 m stone (precast)

12/ 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

13/ 9.2 B Cautionary, mandatory, informatory, direction and place indentification signs Semi-Reflective Traffic signs More than 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 2 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

14/9.17 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.

15/ 3.12(a) Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material (Granular material having CBR not less than 7) 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.For Item No.3.12(a) & (b)

Chainage (In M)

16/ 11.2(i) Maintenance of Earthen shoulder 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

Chainage (In M)

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. PIU-02, Pathalgaon C.G.R.R.D.A. PIU-02, Pathalgaon C.G.R.R.D.A. PIU-02, Pathalgaon

PRADHAN MANTRI GRAM SADAK YOJANA FORMAT F-6

Road from :- Shivpur To Pathalgaon Block : Kansabel

Length of the Road (Kms) :- 9.2 Distt : Jashpur

ESTIMATE OF PCC DRAIN /shoulder

S.No. SOR No. DESCRIPTION OF ITEMS Nos L(m) B(m) D(m) QUANTITY UNIT RATE (Rs.) AMOUNT (Rs.)

1 3.5 (i) Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3"

2 6.5 Construction of Plain Cement Concrete Drain with P.C.C. grade M-15 including all shuttering/form work etc. complete as per drawings/technical specification and direction of engineer in charge.

PCC Drain/shoulder RD-1200-1300,M 2 1.75 0.15

3 7.27(i) Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

R.C.C. Cover in front of houses (Length/6 M)

4 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (12 MM)

120 KG /Cum Item No. 3

Sub Engineer (CGRRDA PIU 02 Pathalgaon) Assistant Engineer (CGRRDA PIU 02 Pathalgaon) EXECUTIVE ENGINEER (CGRRDA PIU 02 Pathalgaon)

PRADHAN MANTRI GRAM SADAK YOJANA Length

(Ministry of Rural Development, Govt. of India) H 1.5

Road Shivpur To Pathalgaon Block : Pathalgaon 1.2

Length of the Road (ms) : Distt : Jashpur

ESTIMATE OF TOE WALL OUT SIDE OF WING WALL (4 Sides)

No. of CDs :- 0 Nos

S.No. SOR No. DESCRIPTION OF ITEMS Nos L(m) B(m) D(m) QUANTITY UNIT RATE (Rs.) AMOUNT (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) Ordinary Soil (i) Upto 3m. depth 1 15 1.6 1.2 Cum 394

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) 1 1.6 0.15 Cum 4576

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 II. P.C.C. grade M 20 (Nominal mix (1:2:4) 1 0.8 2.4 Cum 4839

4 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 317

5 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I)Granular material 0.95 Cum 1032

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. PIU-02, Pathalgaon C.G.R.R.D.A. PIU-02, Pathalgaon C.G.R.R.D.A. PIU-02, Pathalgaon

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

Project Implimentation Unit- 02 Pathalgaon ( C.G.) Package No. :- CG-07-101

Name of Road :- Shivpur To Pathalgaon

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 6.00 Meter wide Road 7.50 Meter wide Road 6.00 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

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

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. PIU-02, Pathalgaon C.G.R.R.D.A. PIU-02, Pathalgaon C.G.R.R.D.A. PIU-02, Pathalgaon

Strip Plan (As Per Work Status)

Name of Road :- Shivpur To Pathalgaon 5.50 /9.00 Package No. :- CG-07-101

Total Length :- 9.20 Km BT -

PIU-02, Pathalgaon Total -

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. PIU-02, Pathalgaon C.G.R.R.D.A. PIU-02, Pathalgaon C.G.R.R.D.A. PIU-02, Pathalgaon

BAR CHART ( Part - II Annual Routine Maintenance )

Project Implimatation Unit - 2 , Pathalgaon (C.G.) Name of Road :- Shivpur To Pathalgaon Package No. :- CG-07-101

Length - B.T. C.C.

FLOW CHART ( Part - II Annual Routine Maintenance )

MTN-.066 Renewal of BT Road Period Wise

Executive Engineer

C.G.R.R.D.A. PIU-02, Pathalgaon

PRADHAN MANTRI GRAM SADAK YOJANA

Estimate for construction of 1 Row 1000mm DIA NP3. & RD :- 50,,1350,,,,,,,,,,m

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

1/7.1 Excavation for Structures 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

Face wall 2 2.465

Below pipes & Existing road 1 10

2/7.10 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)

Well Foundation 1 1.8 1.2 0.2

Foundation Concrete 2 6.2 1.9 0.15

4/7.10 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)

Face wall 2 Cum

5/7.18 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

I. P.C.C grade M 15 (Nominal mix (1:2.5:5) cum 4031.00

Number Pillers 4 0.4 0.4 0.5

Well Foundation 2 1.2 0.2 1.115

Deduction of opening of pipe 2 (Pi x 0.80 ^2) /4 (0.6+1.00) /2 -1.2

4/7.3 Bedding for Pipe

(ii) Type B ( First Class) Bedding

Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)

For haunches(Between face wall and around the hume pipe) 1 0.25

5/7.4(b) Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design

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.

(B) 1000 mm dia 1 RM

DETILED DRAWING OF SINGLE ROW 1000 mm DIA NP-3 HUME PIPE CULVERT

HALF TOP & HALF BOTTOM PLAN

Shoulder base + Surfacing Soulder

EARTHEN COUSION Minimum 300 mm

Thickness 115mm

1000 mm Inside Dia

1.2 SLOPE : 1 in 100

ESTIMATE OF I.R. Work

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

Name of Road :- Shivpur To Pathalgaon Package No. :- CG-07-101

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 :- Shivpur To Pathalgaon Package No. :- CG-07-101

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