NIT 1207 Renewal / Strengthening Road Under MMGSVY PKG No MMGSY-KWD-M-06, District-kabridham

PANCHAYAT AND RURAL DEVELOPMENT DEPARTMENT

DETAIL PROJECT REPORT

FOR RENEWAL ESTIMATE

MUKHYA MANTRI GRAM SADAK YOJNA

NAME OF ROAD BACHEDI TO SAHASPUR LENGTH 5.35 KM

PACKAGE NO CG09-MMGSY-KWD-M-04 Strengthing/ Renewal 268.89 Lac

DISTRICT KABIRDHAM BLOCK S. LOHARA

MUKHYA MANTRI GRAM SADAK YOJNA

DISTT- KABIRDHAM

MUKHYA MANTRI GRAM SADAK YOJANA KABIRDHAM (C.G.)

TECHNICAL REPORT

1 Name of Work : Renewal Work of Rural Roads Constructed Under MMGSY

2 Name of Road : BACHEDI TO SAHASPUR

3 Distt. : KABIRDHAM Block : S.LOHARA

4 Length Of Road : 5.35 KM

5 Amount of Estimate : Rs. 268.89 Lakhs

6 Cost per Km. : Rs. 50.26 Lakhs

7 Authority : (A) Technical Sanction By : SE, CGRRDA, Project Circle, Durg

(B) Administrative Approval : CGRRDA Raipur (C.G)

8 History : (A) Origional Construction

(i)Year of Sanction : 2012-13

(ii)Package No. : CG09-MMGSY-KWD-18

(iii) Date of Completion of Work : 20.03.2015

(iiii) Date of Completion of routine maintenance : 20.03.2020

(B) Renewal if any Year of Sanction Nil

(i)Year of Sanction :

(ii)Package No. :

(iii) Date of Completion of Work :

(iiii) Date of Completion of routine maintenance :

9 Necessity : During the inspection heavy damage due to traffic was observed previously pmc was proposed due to heavy traffic BM is required in Renewal of road.

10 Provisions : Following provisions have been made in the estimate -

1. Cutting of branches of trees shrubs and trimming of grass and weeds proposed

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

3. Wet Mix Macadam & OGPC

4. Where CC road and damage portion wearing course proposed.

5. Road furniture & km stone proposed.

17. Construction of public utilities including Hand pump, Waiting Shed & Toilets

11 Rate & Specification : Rate adopted in the estimate are :-

"State Schedule of Rates" w.e.f. 06 June -2025

Sub Engineer Assistant Engineer Executive Engineer

RDD CGRRDA KABIRDHAM (C.G.) RDD CGRRDA KABIRDHAM (C.G.) RDD CGRRDA KABIRDHAM (C.G.)

MUKHYA MANTRI GRAM SADAK YOJANA

Ministry of Rural Development, Govt. of India

Chhattisgarh Rural Road Development Agency

GENERAL ABSTRACT

NAME OF WORK:- DETAIL PROJECT REPORT FOR STRENGTHNING / RENEWAL & ROUTINE MAINTENANCE

Name of Road : BACHEDI TO SAHASPUR

Length of Road: 5.35 Km

Date of Completion : (Construction work) 20.03.2015 Date of Completion : (Maintenance work) 20.03.2020

Block: S.Lohara District : Kabirdham

Sr. No. Particulars Total Cost in Lakh

1 Strengthning/Renewal Cost of Pavement/Special repair (Rs.) 215.88

2 Cost of Routine Maintenanc Work (Rs.) 10.16

5 Contengency 01% 2.16

6 Grand Total 268.89

Sub Engineer A. E. E.E.(Kawardha)

MUKHYA MANTRY GRAM SADAK YOJANA

(Ministry of Rural Development, Govt. of India)

COST ESTIMATE FOR ROAD RENEWAL & MAINTENANCE BY S.O.R. 06-06-2025

Road Name:- BACHEDI TO SAHASPUR Block : S.LOHARA

BT road length (kms)- 4.420 Km

CC road length (kms)- 0.930 Km

Length of the Road (Kms) : 5.35 Km Distt : KABIRDHAM SOR 2025

S.No. SOR No. DESCRIPTION OF ITEMS Nos L(m) B(m) D(m) QUANTITY UNIT RATE (Rs.) AMOUNT (Rs.) 0.83

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

In area of non-thorny jungle 2 5350.00 1.875 20062.50 Sqm 3.00 60188 4

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. 5350

3 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 4520 730

4 3.12(b) Construction of Subgrade and Earthen Shoulders & for approach Road .

Construction of subgrade and earthen shoulders with approved material (Granular Material having CBR more that 10%) with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 4520

5 3.12(a) 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.(To be used for side shoulder WBM/WMM

6 4.8 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.

Add 5% for extra widening at curves, super elevation, junctions and profile 124.31

Grand Total 2610.563 Cum 1887.00 4926131

7 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

Add 5% for extra widening 828.75

GrandTotal 17403.75 Sqm. 62.00 1079033

8 5.2(ii) 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 50

Add 5% for extra widening 847.50

GrandTotal 17797.50 sqm 21.00 373748

9 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.

For Extra widining 5% of Total Area 42.38

10 5.7 Mix Seal Surfacing

Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 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 507, Viscosity grade (VG) Bitumen specification as per IS 73:2006

(II) Bitumen (VG-30)

Add for 5% for extra widening 847.50

GrandTotal 17797.50 sqm 213.00 3790868

11 9.2(a) Cautionary,mandatory,informatory direction and place sign 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 18.00 Up to .0.9 sqm 16.2 Sqm 5285.00 85617

12 9.16 Providing & Fixing of PMGSY 'Logo' Board

Providing & Fixing of Typical PMGSY Logo board as per MORD specification & Drawings. 2 2.00 Each 6626.00 13252

13 9.14(B) Providing and fixing 'Informatory 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 we 1 1.00 Each 18610.00 18610

14 9.15(A) Providing and fixing 'Citizen Information Board' of PMGSY Project

(A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back 2 2.00 Each 14010.00 28020

15 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.

16 11.9 Maintenance of Road Signs 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 km. 1394.00 0

17 9.8 Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

(i) 5th Kilometre Stone (precast) 1 1.00 Each 3947.00 3947

(ii) Ordinary Kilometer Stone (Precast) 6 6.00 Each 2292.00 13752

(iii) 200 m stone (precast) + Guard stone 21 21.00 Each 660.00 13860

18 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. 90.00 90.00 Each 525.00 47250

19 6.6 Construction of RCC open drain 0.60 m x 0.60 m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) levelling course in PCC M-15 including excavation, dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L=800 mm) including cutting, bending and binding wire, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications.

Reatainig Wall 0.00 Rm 2710.00 0

20 7.1(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.

21 7.10 Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

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

22 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

23 7.23(i) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

I) Granular material 1 59.00 (0.90+.40/2 1.45 55.61

24 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

25 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

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.)

27 9.19 Speed Breaker 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. A. For 7.50 M Formation Width

2 2.00 One no. Hume Pipe 22547.00 45094

28 11.7 ( II) Maintenance of Culverts Maintenance of hume pipe culverts by way of clearing ,cleaning ,erosion,repair,repairs to cracks parapet walls & protection work as per drawing and Technical Specifications Clause 1908

1 1.00 One no. Hume Pipe 1448.00 1448

29 11.13 White washing of parapet walls of C.D. works & tree trunks White washing two coats on parapet walls & tree trunks I/C preparation of surface by clearing ,sraping etc. as per Technical specifications Clause 1915

SAY Rs in Lacs 215.88

Cost per km 40.35

s.no. Routine Maintenance Cost Length of Road (KM) BT Rate (Rs) Amount (Rs)

Maintenance of BT Road 931120

Routine Maintenance Cost Length of Road (KM) CC Rate (Rs) Amount (Rs)

Maintenance of CC Road 85075

Toatal Maintenance cost 1016195

Toatal Say. 10.16

Total (Renewal + Miantenance) cost 226.04

Add GST 18% 40.69

Contengency 01% 2.16

Grand Total 268.89 266.73

Technical sanction

E.E., RURAL DEVELOPMENT DIVISION, C.G.R.R.D.A., DISTT. KABIRDHAM

T.S.NO. / TS/MMGSY/ KWD /2026 Dated …………………………….

T.S.Register P.No. …………….. S.No. ……………..

Name of Work :Renewal Work of BACHEDI TO SAHASPUR

Estimated.Cost :-Rs. 268.89 Lacs

(In Words )Rs. Two Crore Sixty Eight Lacs Eighty Nine Thousand Only

For above work and Estimated.Cost, Technical Sanction is here by accorded.

Sub Engr/D.M. E.E

Sub-Engineer Asisstant Engineer Executive Engineer

RDD Kawardha RDD Kawardha RDD Kawardha

BILL OF QUANTITY

MUKHYA MANTRY GRAM SADAK YOJANA

Road Name:- BACHEDI TO SAHASPUR Pkg No. :- MMGSY-KWD-M-06

Block:- S. Lohara

Length of the Road (Kms) :- 5.35 k.m. (CGRRDA Road SOR 06.06.2025)

S.No. SOR No. DESCRIPTION OF ITEMS QUANTITY UNIT RATE (Rs.) AMOUNT (Rs.) 0.83

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 In area of non-thorny jungle 20062.50 Sqm 3.00 60188

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. 16575.00 Sqm 13.00 215475 5350

3 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 400.00 M 99.00 39600 4520 #REF!

4 3.12(b) Construction of Subgrade and Earthen Shoulders & for approach Road .

Construction of subgrade and earthen shoulders with approved material (Granular Material having CBR more that 10%) with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 4102.57 cum 223.00 914872 4520

5 3.12(a) 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.(To be used for side shoulder WBM/WMM 3069.69 Cum 192.00 589380

6 4.8 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. 2610.563 Cum 1887.00 4926131

7 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 17403.75 Sqm. 62.00 1079033

8 5.2(ii) 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 50 17797.50 sqm 21.00 373748

9 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. 889.88 Cum 8207.00 7303204

10 5.7 Mix Seal Surfacing

Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 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 507, Viscosity grade (VG) Bitumen specification as per IS 73:2006 (II) Bitumen (VG-30) 17797.50 sqm 213.00 3790868

11 9.2(a) Cautionary,mandatory,informatory direction and place sign 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 16.2 Sqm 5285.00 85617

12 9.16 Providing & Fixing of Typical PMGSY Logo board as per MORD specification & Drawings. 2.00 Each 6626.00 13252

13 9.14(B) Providing and fixing 'Informatory 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 we 1.00 Each 18610.00 18610

14 9.15(A) Providing and fixing 'Citizen Information Board' of PMGSY Project

(A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back 2.00 Each 14010.00 28020

15 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. 600mm dia 40.00 M 2928.00 117120

16 11.9 Maintenance of Road Signs 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 km. 1394.00 0

17 9.8 Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

(i) 5th Kilometre Stone (precast) 1.00 Each 3947.00 3947

(ii) Ordinary Kilometer Stone (Precast) 6.00 Each 2292.00 13752

(iii) 200 m stone (precast) + Guard stone 21.00 Each 660.00 13860

18 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. 90.00 Each 525.00 47250

19 6.6 Construction of RCC open drain 0.60 m x 0.60 m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) levelling course in PCC M-15 including excavation, dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L=800 mm) including cutting, bending and binding wire, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications.

20 7.1(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.

Ordinary soil 106.20 cum 394.00 41843

21 7.10 Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

I I. P.C.C grade M 10 (Nominal mix 1:3:6) 13.28 cum 4614.00 61251

22 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 103.55 cum 4839.00 501054

23 7.23(i) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 55.61 cum 1032.00 57387

24 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 20 no. 317.00 6340

25 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 56.25 cum 11782.00 662738

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.) 904.00 Sqm 627.00 566808

27 9.19 Speed Breaker 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. A. For 7.50 M Formation Width 2.00 One no. Hume Pipe 22547.00 45094

28 11.7 ( II) Maintenance of Culverts Maintenance of hume pipe culverts by way of clearing ,cleaning ,erosion,repair,repairs to cracks parapet walls & protection work as per drawing and Technical Specifications Clause 1908 1.00 One no. Hume Pipe 1448.00 1448

29 11.13 White washing of parapet walls of C.D. works & tree trunks White washing two coats on parapet walls & tree trunks I/C preparation of surface by clearing ,sraping etc. as per Technical specifications Clause 1915 398.50 Sqm 26.00 10361

SAY Rs in Lacs 215.88

s.no. Routine Maintenance Cost Length of Road (KM) BT Rate (Rs) Amount (Rs)

Maintenance of BT Road 931120

Routine Maintenance Cost Length of Road (KM) CC Rate (Rs) Amount (Rs)

Maintenance of CC Road 85075

Toatal Maintenance cost 1016195

Toatal Say. 10.16

Total (Renewal + Miantenance) cost 226.04

Add GST 18% 40.69

Grand Total 266.73 264.57

Sub-Engineer Assistant Engineer Executive Engineer

RDD Kawardha RDD Kawardha RDD Kawardha