NIT 1207 Renewal / Strengthening Road Under MMGSVY PKG No MMGSY- KOR-M-03, District-Korba

CHHATTISGARH RURAL ROAD DEVELOPMENT AGENCY

DETAILED ESTIMATE

FOR REPAIR, MAINTENANCE & RENEWAL WORK UNDER

MUKHYA MANTRI GRAM SADAK YOJNA

DISTRICT : KORBA BLOCK : PODIUPRODA

NAME OF ROAD : Gidhmudi to Kotkharri

PACKAGE NO. : - ROAD ID : CG10-05-L05

RCI value 55.65

LENGTH : 8.20 KM 8.2 0.00

COST OF RENEWAL WORK : 191.07 LAKH 198.40172145 -7.33

MAINTENANCE COST : 15.02 LAKH 22.81238114 -7.79

CONTINGENCY 1% : 1.91 LAKH 1.9840172145 -0.07

Project Implementation Unit

Chhattisgarh Rural Road Development Agency, Korba

District - Korba

Mix Seal Surfacing 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 B Bitumen (VG-30)

TECHNICAL REPORT

Block - Podiuproda District - Korba

1 Name of Road Gidhmudi to Kotkharri

2 ROAD ID : CG10-05-L05

3 RCI value 55.65

4 Total Length of Road ( Km ) 8.20

5 Situation of Road PODIUPRODA

6 Estimated Cost (in lakh) 245.44

7 Technical Sanctioned By E.E., CGRRDA, PIU Korba

8 Administrative Approval By C.G.R.R.D.A., Raipur

9 Necessity of work Existing riding surface has been damaged therefore periodical renewal of damaged surface is necessary.

10 Specification a/ Maintenance of WBM.

b/ Pot holes repair

c/ Restoration of rain cuts & repairs of shoulder.

d/ Maintenance of road furniture.

e/ Renewal coat (PMC+Seal coat & MSS)

f/ Maintenance of CD work

11 Rates As per State schedule of rate for roads , cross drainage work and maintenance of road under PMGSY enforced from June 2026

Sub Engineer Assistant Engineer E.E./Member Secretary

CGRRDA,Korba(C.G.) CGRRDA,Korba(C.G.) CGRRDA,Korba(C.G.)

Mix Seal Surfacing 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 B Bitumen (VG-30)

BRIEF HISTORY of ROAD

Block - Podiuproda District - Korba

1 Name of Road Gidhmudi to Kotkharri

2 ROAD ID : CG10-05-L05

3 Length (in KM) 8.20

B.T. Length (in KM) 7.65

C.C. Length (in KM) 0.55

4 Package No. -

5 Phase & Year 2015-16

6 Date of starting of work 11.12.2015

7 Date of Completion of work 14.03.2018

8 Completion date of 5 year maintenance 13.03.2023

9 Name of contractor M/s. D C Construction

10 Sanctioned cost (G.O.I.) in Lacs 441.37

11 RCI value 55.65

Sub Engineer Assistant Engineer E.E./Member Secretary

CGRRDA,Korba(C.G.) CGRRDA,Korba(C.G.) CGRRDA,Korba(C.G.)

ABSTRACT OF COST

DISTRICT : KORBA

BLOCK : PODIUPRODA

PACKAGE NO. : -

ROAD ID : CG10-05-L05

S. No. Name of Road Length (km) RCI value Renewal Cost Maintenance Cost GST 18% Contingency 1% Total Cost Average Cost/km Remark

Sub Engineer Assistant Engineer E.E./Member Secretary

CGRRDA,Korba(C.G.) CGRRDA,Korba(C.G.) CGRRDA,Korba(C.G.)

Mix Seal Surfacing 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 B Bitumen (VG-30)

DETAILED ESTIMATE

MAINTENANCE/REPAIR & RENEWAL WORKS

NAME OF ROAD : Gidhmudi to Kotkharri pmc mss Bm

LENGTH (in KM) : B.T. 7.650 C.C. 0.550 TOTAL 8.20

PACKAGE NO. : - 0

ROAD ID : CG10-05-L05

BLOCK : PODIUPRODA

DISTRICT : KORBA

S. No. Item No. Particulars of Item No. L B D/H Quantity Unit Rate Amount

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 Each 18610.00 18610

2 9.15(A) Providing and fixing “Citizen Information Board/Maintenance 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 2 2.00 Each 14010.00 28020

3 2.2 Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. 2 8200.00 2.00 32800.00 Sqm 2.00 65600

4 3.8(I) (i) 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 Technical Specification Clause 307. 2 2000.00 4000.00 M 99.00 396000

6 11.2(I) (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

7 11.5 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.

8 11.3 (III) Maintenance of bituminous surface road (III) 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

Total 2906.94 #REF!

For WBM repair quantity 2616.98

9 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

For renewal work 1 7650.00 3.75 28687.50

5% Extra for extra widening, bell mouth, & junction etc. 1434.38

For pot holes, As per item no.11.5for WBM repair 2616.98

10 11.14 (I) Periodical Renewal to existing bituminous surface (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.

For renewal work 1 7650.00 3.75 28687.50

5% Extra for extra widening, bell mouth, & junction etc. 1434.38

11 11.14 (II) Pre-mix carpet using bituminous (penetration grade modified bitumen) binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of aggregate 13.2mm size (passing 22.4mm size sieve & retained on 11.2mm sieve and 11.2mm size (passing 13.2mm sieve and retained on 5.6mm sieve) either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 By Mechanical Means. ii. Bitumen (CG-30) 1 7650.00 3.75 28687.50

5% Extra for extra widening, bell mouth, & junction etc. 1434.38

12 11.14(IV) Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 Case - II : Type B ii. Bitumen (VG-30)

For renewal work 1 7650.00 3.75 28687.50

5% Extra for extra widening bell mouth junction etc. 1434.38

13 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.

14 7.31 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 0 550.00 3.75 0.075 0.00 Cum 11782.00 0

15 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 1 2.00 2.00 One no. Hume Pipe 1448.00 2896

16 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 1 4.00 4.00 Per Culvert 3053.00 12212

17 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 2 6.75 3.00 40.50

18 9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. 4 4 Each 6626.00 26504

19 9.2(B) Cautionary, mandatory, informatory direction and place identification sign boards. 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 59.04 59.04 Sqm 5756.00 339834 59.04

20 9.8 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) 1 1.00 Each 3947.00 3947

(II) Ordinary Kilometer Stone (Precast) 8 8 Each 2292.00 18336

(III) 200 m stone (precast) 33 33 Each 660.00 21780

21 9.17 Boundary Pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 500 500 Each 525.00 262500 410

22 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.) 2 8200.00 0.10 1640 Sqm 627.00 1028280 8200

23 3.12(B) Construction of subgrade 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. 2 6850.00 (2.065+1.875)/2 0.175 4723.08 Cum 223.00 1053246 6850 1.97

24 7.1(I) STRUCTURE PROTECTION Retaining Wall 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 RD;- 2300m,4500m,7700m 2 113.00 1.50 1.50 508.50 Cum 394.00 200349

25 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, (i) Nominal mix (1:3:6) RD;- 2300m,4500m,7700m 2 113.00 1.40 0.20 63.28 Cum 4614.00 291974

26 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;-2300m,4500m,7700m 2 113.00 0.90 3.00 610.20 Cum 4839.00 2952758 0.9

27 7.22 Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 2 113.00 226.00 Nos 317.00 71642

28 7.3(II) Bedding for Causeway/Pipes (II) Type B (First Class) Bedding Laying (First Class) bedding with well compacted sand, moorum or approved granular material as per Clause 1105 (ii) 4 7.50 1.00 0.20 6.00 Cum 1200.00 7200

29 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 4 7.50 30.00 M 2928.00 87840

Contingency 1% 191067 34392 225459

Maintenance BT Part 1st Year Amount 168300

3rd Year Amount 221850

4th Year Amount 336600

5th Year Amount 535500

Maintenance CC Part 1st Year Amount 11275

2nd Year Amount 11275

3rd Year Amount 11275

4th Year Amount 11275

5th Year Amount 11275

Total (Renewal + Maintenance) 20799997 21238946.894

Say Rs. In Lac 245.44 252.52 7.08

E.E./Member Secretary

CGRRDA, Korba(C.G.)

Sub Engineer Assistant Engineer E.E./Member Secretary

CGRRDA, Korba(C.G.) CGRRDA, Korba(C.G.) CGRRDA, Korba(C.G.)

BILL OF QUANTITY

Package No - MMGSY-KOR-M03

NAME OF ROAD : Gidhmudi to Kotkharri

LENGTH (in KM) : 8.20

BLOCK : PODIUPRODA

DISTRICT : KORBA

Sr No. Department SOR YEAR SSR I.No. Particulars of Item Unit Rate Quantity Amount

1 CGRRDA PMGSY Jun-26 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 Each 18610 1.00 18610

2 CGRRDA PMGSY Jun-26 9.15(A) Providing and fixing “Citizen Information Board/Maintenance 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 2.00 28020

3 CGRRDA PMGSY Jun-26 2.2 Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. Sqm 2 32800.00 65600

4 CGRRDA PMGSY Jun-26 3.8(I) (i) 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 Technical Specification Clause 307. M 99 4000.00 396000

5 CGRRDA PMGSY Jun-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 0 0.00 0

6 CGRRDA PMGSY Jun-26 11.2(I) (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 1875.00 91875

7 CGRRDA PMGSY Jun-26 11.5 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 2616.98 586204

8 CGRRDA PMGSY Jun-26 11.3 (III) Maintenance of bituminous surface road (III) 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 5523.92 1999659

9 CGRRDA PMGSY Jun-26 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 2616.98 162253

10 CGRRDA PMGSY Jun-26 11.14 (I) Periodical Renewal to existing bituminous surface (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 30121.88 632559

11 CGRRDA PMGSY Jun-26 11.14 (II) Pre-mix carpet using bituminous (penetration grade modified bitumen) binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of aggregate 13.2mm size (passing 22.4mm size sieve & retained on 11.2mm sieve and 11.2mm size (passing 13.2mm sieve and retained on 5.6mm sieve) either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 By Mechanical Means. ii. Bitumen (CG-30) Sqm 166 30121.88 5000231

12 CGRRDA PMGSY Jun-26 11.14(IV) Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 Case - II : Type B ii. Bitumen (VG-30) Sqm 60 30121.88 1807313

13 CGRRDA PMGSY Jun-26 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 388.13 1928981

14 CGRRDA PMGSY Jun-26 7.31 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 Cum 11782 0.00 0

15 CGRRDA PMGSY Jun-26 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 2.00 2896

16 CGRRDA PMGSY Jun-26 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 4.00 12212

17 CGRRDA PMGSY Jun-26 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 Sqm 26 311.64 8103

18 CGRRDA PMGSY Jun-26 9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. Each 6626 4.00 26504

19 CGRRDA PMGSY Jun-26 9.2(B) Cautionary, mandatory, informatory direction and place identification sign boards. 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 59.04 339834

20 CGRRDA PMGSY Jun-26 9.8 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 1.00 3947

Jun-26 (II) Ordinary Kilometer Stone (Precast) Each 2292 8.00 18336

Jun-26 (III) 200 m stone (precast) Each 660 33.00 21780

21 CGRRDA PMGSY Jun-26 9.17 Providing & Fixing guard stone 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. Each 525 500.00 262500

22 CGRRDA PMGSY Jun-26 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 1640.00 1028280

23 CGRRDA PMGSY Jun-26 3.12(B) Construction of subgrade 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. Cum 223 4723.075 1053246

24 CGRRDA PMGSY Jun-26 7.1(I) STRUCTURE PROTECTION Retaining Wall 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 RD;- 2300m,4500m,7700m Cum 394 508.50 200349

25 CGRRDA PMGSY Jun-26 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, (i) Nominal mix (1:3:6) RD;- 2300m,4500m,7700m Cum 4614 63.28 291974

26 CGRRDA PMGSY Jun-26 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;-2300m,4500m,7700m Cum 4839 610.20 2952758

27 CGRRDA PMGSY Jun-26 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 317 226.00 71642

28 CGRRDA PMGSY Jun-26 7.3(II) Bedding for Causeway/Pipes (II) 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 6.00 7200

29 CGRRDA PMGSY Jun-26 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 30.00 87840

Maintenance BT Part 1st Year Amount 24000 7.65 183600

2nd Year Amount 26000 7.65 198900

3rd Year Amount 32000 7.65 244800

4th Year Amount 48000 7.65 367200

5th Year Amount 76000 7.65 581400

Maintenance CC Part 1st Year Amount 20500 0.55 11275

2nd Year Amount 20500 0.55 11275

3rd Year Amount 20500 0.55 11275

4th Year Amount 20500 0.55 11275

5th Year Amount 20500 0.55 11275

Total Maintenance 1632275

Total (Renewal + Maintenance) 20738980

Grand Total 24471996

Say Rs. In Lac 244.72

Sub Engineer Assistant Engineer E.E./Member Secretary

CGRRDA, Korba(C.G.) CGRRDA, Korba(C.G.) CGRRDA, Korba(C.G.)

Key Plan ch 400 to500

Name of Road :- Gidhmudi to Kotkharri 46.75

Package No.:- - Block :- PODIUPRODA

Length of Road :- 8.20 Km District :- KORBA

Vill :- Kothkharri

Ch 7200 to 7500 m CC Road

Ch 5350 Slab Culvert

Ch 2150 Slab Culvert

Ch 1250 Slab Culvert

Ch 150 Slab Culvert

Ch 0 to 200m CC Road

Gidhmudi Arsiya Road

Sub Engineer Assistant Engineer E.E./Member Secretary

CGRRDA,Korba(C.G.) CGRRDA,Korba(C.G.) CGRRDA,Korba(C.G.)

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

Distt. Korba Block Podiuproda

Carriage Way Width/Formation Width Road way Carriage Way BT Length(in Km) CC Length(in Km) Total Length(in Km) Ex. HPC Ex. Slab Cuvert Ex.LSB

Sr No. Rate's Before Renewal After Renewal

up to 7.50 meter wide road (3.00 m/3.75 m carriageway ) up to 7.50 meter wide road (3.00 m/3.75 m carriageway )

Traffic Intensity T1 to T4 (Rs per km.) Traffic Intensity T5 and above (Rs per km.) Traffic Intensity T1 to T4 (Rs per km.) Traffic Intensity T5 and above (Rs per km.)

eq[;ky; ds i= Øekad 20529@22@fo&12@xzk-l-izk-@l/kk-@2017 Hkksiky fnukad 11-09-2017 ds vuqlkj lh-lh- isoesUV gsrq la/kkj.k nj vuqlkj ekxZ ds ftrus Hkh Hkkx esa lh-lh- isoesaV gS] esa lhesaV dkaØhV la/kkj.k dh njsa ¼:- 24500-00 izfr fdyksehVj izfro"kZ½ gsrq funsZ'k tkjh fd;s x;s gSA C.C. Pavement

Renewal Part (A) & Balance (B) only Flexible Surface Maintenance Amount

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

CC Pavement Part (C) only Rigid Surface Maintenance Amount

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

After Renewal CC Pavement Part Part Before Renewal CC Pavement Part Part

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

Renewal Part (A) Total 1445850

Patch Repair Part (B) Total 0 1445850

CC Pavement Part (,C) Total 56375

Grand Toal Part (A+B+C) 1502225

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. C.G.R.R.D.A. C.G.R.R.D.A.

PIU-Korba PIU-Korba PIU-Korba