NIT 1207 Renewal / Strengthening Road Under MMGSVY PKG No MMGSY- RGH-M-10, District-Raigarh

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

PIU -01 Raigarh CGRRDA, Distt- Raigarh Package No. :-

Name of Road :- Bhuiyapali Pradhan Mantri Sadak se Koilanga Mukhya Basti Hokar Udisa Seema Tak .

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

PIU CGRRDA, sarangarh PIU CGRRDA, sarangarh PIU CGRRDA, sarangarh

Design of Retaining Wall

1 Geometry of Wall 0.40 O.K O.K

Vertical Height 1.80 m

Height upto Footing top 1.80

Slope Ht. 1.80 m

Top width of R/W 0.40 m

Front batter 1.00

Back batter 3.00 1.80 Batter Slope 1 in 3.00

Min depth of fill infront of R/Wall 1.20 m

Inner to inner width of retaing wall at bottom= 0.00 Weep hole of 100 mm at every 1 m

Bottom width of R/W 1.40 m hight from top to G.L. (minimum 1 row)

Zc/t of wall bottom 0.33 G.L.

2 Footing data 1.0

first offset 0.10 m

First offset height 0.20 m 1.20

Bottom width of footing 1.60 m

3 Soil data 1.40 3.00

Density of back fill = 1.7 t/m 3 0.20

Angle of Repose 30 0.52 Rad

Angle of Friction 10.00 0.17 Rad 1.60

Angle of inclination of back 18.43 0.322 Rad 9600

Active earth pressure coefficient for back fill= 0.476 :-Earth Pressure EP

Coefficent of friction 0.3

ka = cos2 ( ø- α )

4 Material properties cos2α x cos (α+ δ) ( 1+ sin ( ø+ δ )xsin ( ø+ i )

Grade of concrete( in t/m sq) 1500 t/m2 cos (α+ δ) cos (α+ i)) 2

Density of Conc 2.4 t/m3

Permissible compressive stress in concrete= 500.00 t/m2

Permissible tensile stress in concrete= -50.00 t/m2 φ = 30 deg 0.524 rad

δ = 10 deg 0.175 rad

5 Load Data α = 0.322 deg 0.006 rad

Live load surcharge = 0 i = 0.000 deg 0.000 rad

Dead load of track structure 6.75 Ka = 0.476

Dispersion Width 3

Surcharge Pressure 2.25

A Check for Stresses

Stabilizing forces Lever arm w.r.toe of wall Lever arm w.r.t outer footing step Moment w.r.toe of footing" Moment w.r.t outer footing step

TOTAL MOMENT DUE TO VER. LOADS AT EDGE OF FOOTING= 3.56 4.10

Destabilizing forces

due to back fill =

TOTAL MOMENT DUE TO HOR LOADS AT FOOTING TOP/BOTTOM= 1.36 1.85 tm/m

Stress at top of footing

Pmax = 15.74 t/m2 O.K

Pmin = -8.00 t/m2 O.K

B Check for Footing Adequacy

Calculation of forces Lever arm w.r.toe of footing Moment arm w.r.toe of footing

First footing 0.768 0.85 0.65

First footing 0.612 1.55 0.95

Total 1.38 1.60

Calculation of property

Area at BF 1.60 m2

Z at BF 0.43 m3

Bearing pressure

Total Stabilising moment 5.70 t-m

Total Destabilising moment 1.85 t-m

Net moment = 3.86

Total Horizontal force 1.42

Frictional force 2.04

Passive resistance of SOIL IN FRONT 3.98

Total Destablizing moment 1.85

Stablising Moment 5.70

MUKHYAMATRI GRAM SADAK YOJANA

DPR for Renewal and Maintanance

Name of Road:- Bhuiyapali Pradhan Mantri Sadak se Koilanga Mukhya Basti Hokar Udisa Seema Tak

Length in Km :- 2.65 Flexible 1.80 Km Rigid 0.85 Km

Block:- Raigarh. District:- Raigarh.

Description Cost Per km Cost

Part A- Routine Maintenance 2.91 -

Part B- Surface Renewal Maintenance 44.62 -

Part C- Road Furniture and cross drainage work 30.66 29.50

Part D- Maintenance (For 5 Years) 4.27 -

Contingency 1% 0.78

Add 18% GST Rs. 14.84 -

Total Cost 98.08 -

TECHNICAL REPORT

1 Name of Road: - Bhuiyapali Pradhan Mantri Sadak se Koilanga Mukhya Basti Hokar Udisa Seema Tak

2 Block: - Raigarh.

3 District: - Raigarh.

4 Road Length B.T 1.80 Km ,C.C 0.85 Km Total Length 2.65 Km

5 Cost :- Rs 98.08 Lakh

6 Technical sanction Authority :- Executive Engineer PIU 01 CGRRDA Raigarh

7 Administrative sanction Authority :- Chife Engineer CGRRDA Raipur or Secretary panchayat and R.D.D Raipur (C.G.)

8 Rates :- Estimate prepared on the basis on SOR enfored by issued by chif June 2025 Enhineer C.G. Rural Road Development Agency Raipur (C.G.)

9 Specification :- AS Per IRC SP-20

10 Necessary :- To provide the transportation and comunication facility to the villagers

11 proposed Repair/ Renewal Work Jungal clearence on berms ,rain cut restoration ,shoulder repair,provide wmm in old damage BT surface, B.T surface renewal with, PMC+Seal coat ,drain and culvert clearence ,fixing road farniture , white washing of parapet and guard stone , road marking as required.

Executive Engineer

PIU-01, CGRRDA , Raigarh

PRADHAN MANTRI GRAM SADAK YOJANA

Name of Road :- Bhuiyapali Pradhan Mantri Sadak se Koilanga Mukhya Basti Hokar Udisa Seema Tak

Length :- 2.65 KM

Block :- Raigarh.

District :- Raigarh.

S.No. Item of work Length of Road (Km) Cost Total cost

1 Part A- Special Maintenance 0.00 0.00

1 Part A- Routine Maintenance 2.65 290672

2 Part B- Surface Renewal Maintenance 2.65 4462072

3 Part C- Road Furniture and cross drainage work 2.65 3066080

4 Part D- Maintenance (For 5 Years) 2.65 427325

Sub Total 8246149

Total Cost of road without Maintenance Rs. 7818824 9226212.025

Per Km Cost of road Excluding Maintenance And GST 29.50

Total Cost of road with Maintenance Rs. 8246149

Add 18% GST Rs. 1484307

Add 1% Contigency Rs. 78188.24

Total Cost of road + GST + Maintenance+ Contingency Rs. 9808494

Sub Engineer. Assistant Engineer Executive Engineer

PIU -01,CGRRDA Raigarh PIU -01,CGRRDA Raigarh

DETAILED COST ESTIMATE Normal Maintenance

Name of Road- Bhuiyapali Pradhan Mantri Sadak se Koilanga Mukhya Basti Hokar Udisa Seema Tak

Total Length:- 2.650 KM Vidhansabha : Raigarh.

B.T. 1.800 KM Block : Raigarh.

C.C. 0.850 KM District : Raigarh.

Sr. no SSR I.No. Description of Item No. Length Width Thicknes Qnty. Unit Rate(Rs) Amount

1- Routine Maintenance

1 11.12 Cutting of branches of trees shrubs and trimming of grass and weeds.

(ii) Cutting of shrubs from the road way or with in R.O.W and disposal of shrubs to suitable locations as per technical specifications Clause 1914

2 2.8 Dismantling of Structures

(B) Cement Concrete

Total 0.00 cum 762.00 0.00

2 11.1 (i) Restoration of Rain Cuts Restoration of rain cuts with soil, moorum gravel or a mixture of these , clearing the loose soil , benching for 300 mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alingement , level and slopes as per drawings and techinical specification Clause 1902 3621

4 11.2(I) Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per techinical specification Clause 1913

Total 0.00 sqm 49.00 0.00

3 3.8(i) Surface drain in soil- Construction of unlined surface drains of average cross section 0.4 sqm in soil

4 11.5 Maintenance of WBM road including filling upto pot holes , ruts and rectifying corrugated surface, damaged edges and revelling as per technical speification Clause 1906.

5 11.3 (iii) Maintenance of bituminous surface road Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2 9226212

TOTAL (PART A) 290672.00

2. Surface Renewal

1 3.1 Scarifying Existing Granular bituminous Surface to a Depth of 100 mmScarifying 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.

2 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.

3 3.12(a) (a) Construction of subgrade 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 (2.175+2.325) 2

4 4.1 (a) Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) using motor grader and vibratory roller. (a) Construction of granular sub-base by providing well graded material having CBR 20 or more, 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 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401. For Gradingmentioned in table 400.1 (Grading III)

Total 0.00 cum 804.00 0.00

5 4.8 Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

for profile correction 2 1800.00 1.88 0.025 168.75

Extra for Curve & Approches. 3 % 25.31

6 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. (1.875+2.125) 2

7 5.1(i) Prime coat1 with low porosity:--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 Tech

Rd 0 to 4300 m As per item no. 11.5 0.00

Extra for Curve & Approches. 3 % 337.50

8 11.14 (1) ( i) 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 503.

Extra for Curve & Approches. 3 % 337.50

9 5.3 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

for profile correction 0.00

Extra for Curve & Approches. 3 % 337.50

10 5.5 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, Viscocity grade (VG) Bitumen specification as per IS 73:2006

Extra for Curve & Approches. 3 % 337.50

11 6.8 Construction of panel concrete 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

Total 0.00 cum 6048 0.00

Cost of Surface Renewal 4462072

3. Cross Drainage Work

1 7.1(i) Earthwork in excavation for structuresas per drawing and technical specifications Clause 305.1 including seting out, construction of shoring and bracing, removal of stumps and othar deletercus material and dis posal upto a lead of 50m dressing of sides

For Field Crossing 6 10 1.0 1.2 72.00

2 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.

3 7.10(I) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C grade M 10

4 7.10(II) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C grade M 15

For C.C Shoulder RD 730-925M 0 195.00 0.90 0.15 0.00

For CC Profile correction 0 100.00 1.88 0.05 0.00

For Cc Shoulder 0 100.00 0.90 0.20 0.00

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

For C.C Shoulder RD 730-925M 0 195.00 0.90 0.15 0.00

Cost of Cross Drainage Work 2517904.00

4. Road Furniture

1 9.2(A) Cautionary, mandatory, informatory direction and place identification sign boards. Semi-Reflective Traffic signs upto 0.90 sqm Direction and place indentification 33 0.350 11.55 sqm 5285.00 61041.75

2 9.16 Providing and fixing LOGO BOARD as per MORD specification 2 2 Each 6626.00 13252.00

3 9.2(B) Semi-Reflective Traffic signs more than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colo 0 1.20 0.90 0 sqm 5756.00 0.00

4 9.14(B) (ii) Providing typical PMGSY informatory & Logo Board as per approved drawing& Specification ,painted with enamel paint on both side of board , lettering , figuring , printing arrows , borderr etc with ready mix synthetic enamel paint of superior quality in required shed & colours . (ii) PCC / RCC 1 1 Each 18610.00 18610.00

5 9.15(A) Providing and fixing 'Citizen Information Board' of PMGSY Project (A) Providing and fixing of typical " PMGSY Citizen Information 1 1 Each 14010.00 14010.00

6 9.8 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) 0 0 Each 3947.00 0.00

(ii) Ordinary Kilometer Stone (Precast) Rd 1000 3 3 Each 2292.00 6876.00

(iii) 200 m stone (precast) 10 10 Each 660.00 6600.00

7 9.17 Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704( LHS) 1 256 256 Each 525.00 134400.00

8 9.19 Speed Braker (For 9.0 Mt Formation Width (5.50 carriage way width) Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as directed by engineer in charge as per relevant clauses of MORD specifications. 2 2 Each 22547.00 45094.00

9 9.18 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 904.00

Total length of BT 2 1800.00 0.10 360

10% For well mouth, Breaker & junction 36

Cost of Road Furniture 548175.75

Grand Total 7818824

Maintenance of Road (For 5 Years)

Sr.No. Description Length Unit Rate Amount

1 Maintenance 1st year after construction 2.650 Km 23554 62418

2 Maintenance 2nd year after construction 2.650 Km 47427 125682

3 Maintenance 3rd year after construction 2.650 Km 58381 154710

4 Maintenance 4th year after construction 2.650 Km 69021 182906

5 Maintenance 5th year after construction 2.650 Km 79615 210980

Total Rs. 736695

Say:- Say in Lakh 7.37

Sub Engineer Assistant Engineer Excutive Engineer

PIU -01 CGRRDA Raigarh PIU -01 CGRRDA Raigarh PIU -01,CGRRDA Raigarh

Dist Raigarh (C.G.) Dist Raigarh (C.G.) Dist Raigarh (C.G.)

INSPECTION REPORT

1 Name of Road: - Bhuiyapali Pradhan Mantri Sadak se Koilanga Mukhya Basti Hokar Udisa Seema Tak

2 Block: - Raigarh.

3 District: - Raigarh.

4 Date of Inspection:- 20.03.2026

5 Present condition :- Average Condition of road – BT surface damaged in full length. Pot hole found on area of road surface. Site clearance on road shoulder required.

Surface condition – Riding surface of road is satisfactory. Avg. PCI Found 2

Hard Shoulder – Provide in side of wmm sholder

Road furniture: - 0.2 km Stone, km stone, 1 km stone, guard stone, cautionary board, place board, Direction board found missing.

5 S.O.R SOR June 2025

6 Necessity as per provisionmade in estimate are very necessary to maintanence of roads from which roads and other component may be in good condition andeasy to service also

Sub Engineer Assistant Engineer Executive Engineer

PIU No.1, CGRRDA PIU No.1, CGRRDA PIU No.1, CGRRDA

Raigarh (C.G.) Raigarh (C.G.) Raigarh (C.G.)

Superintending Engineer.

PMGSY .Project Circle

1. Previous Detail (History)

1 Name of Road: - Bhuiyapali Pradhan Mantri Sadak se Koilanga Mukhya Basti Hokar Udisa Seema Tak

2 Block: - Raigarh.

3 District: - Raigarh.

4 Package No.- CG 13-04

5 Length: - 2.90 km

6 B.T. Length: - 1.80 km

7 C.C. Length: - 1.10 km

8 No. of Structure - 1

9 Sanctioned Year - 2012-13

10 Date of Completion - 31.06.2014

11 Sanctioned cost – Rs. 145.38 Lakh

12 Paid Amount – Rs. 83.15 km

13 Name of Contractor: - M/s Hill Bro Metelics

Executive Engineer

PIU -01, CGRRDA , Raigarh

2. Present Condition

i)Average Condition - B.T Damage and patches present about 18% on average area of Road surface

ii)Surface Condition - Riding Surface of this road having good in condition & only 15% area of this road having reveling of BT on average area of Road surface.

iii)In C.C Road damege in some portion.

ii)Hard shoulder damage.

3. Povisions for Repairing

(i) Good Condition- where surface is Average such length is 650 m and chainage mentioned in Estimate. Only seal coat required on surface and hard shoulder filling upto average depth of 75 mm required.

i)In shoulder & side slopes clearing grass,fillings of raincuts,Maintaning earthen shoulder by filling fresh soil in shoulder over it.Ii) Clearing dains ,CD structures & white wash parapetwal iii)Damage hard shoulder maintaning with 75mm th fresh granular material.iv)Where BT damage & pot holes of 75mm th present Maintaining by provision for filling pot holes of 75mm th.& then followed MSS of 20mm th Type B sealing coat with Bitumen binder (VG-30)in full lenth of Road.v)Where Riding suface of road having good in condition there first reveling portion maintained by 20mm th MSS type B Seal coat with butumen binder of (VG-30 ) covered in full length of Road..

PRADHAN MANTRI GRAM SADAK YOJANA

Part-C Maintenance of Road (For 5 Years)

Name Of Road- Jambeera se Kadena Bhuiyapali Pradhan Mantri Sadak se Koilanga Mukhya Basti Hokar Udisa Seema Tak District :- Raigarh.

Length Of Road - 2.65 km BLOCK :- Dharmajaigarh

Sr.No. Description Length Unit Rate Amount

1 Maintenance of Road for Ist Year after Construction 2.650 Km 23554 62418

2 Maintenance of Road for IInd Year after Construction 2.650 Km 47427 125682

3 Maintenance of Road for IIIrd Year after Construction 2.650 Km 58381 154710

4 Maintenance of Road for IVth Year after Construction 2.650 Km 69021.00 182906

5 Maintenance of Road for Vth Year after Construction 2.650 Km 79615 210980

Total Rs. 736695

Sub Engineer Assistant Engineer Excutive Engineer

PIU -01 CGRRDA Raigarh PIU -01 CGRRDA Raigarh PIU -01,CGRRDA Raigarh

Dist Raigarh (C.G.) Dist Raigarh (C.G.) Dist Raigarh (C.G.)

Name of Road- Bhuiyapali Pradhan Mantri Sadak se Koilanga Mukhya Basti Hokar Udisa Seema Tak

Block - Raigarh

KOILANGA CH 2900 M.

Jamgoan Odisa Border

BILL OF QUANTITY OF NORMAL MAINTENNACE REPAIR

Name of Road- Bhuiyapali Pradhan Mantri Sadak se Koilanga Mukhya Basti Hokar Udisa Seema Tak

Length of Road:- 2.65 BT 1.80 CC 0.85

Length- #REF! #REF! #REF!

Package No. -MMGSY - RGH-M-10 Block :- Raigarh. Baramkela Sohela to Semikot

Dist. :- Raigarh.

Estimate section B - Maintenance of Normal Repair

S. no Item No. Description of Item No. Length Width Thicknes Qnty. Unit Rate(Rs) Amount

1.Pavement Renewal

1 2.3 (A) Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (A) In area of non-thorny jungle 13250.00 sqm 7.0 92750

2 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. 0.00 sqm 2.0 0

2 11.1 Restoration of Rain Cuts Restoration of rain cuts with soil, moorum gravel or a mixture of these , clearing the loose soil , benching for 300 mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alingement , level and slopes as per drawings and techinical specification Clause 1902 2 330 2.00 0.40 424.00 cum 273.00 115752 #REF!

3 3.8 (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 up to 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. 830.00 cum 99.00 82170 2.93

5 11.2(i) Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per techinical specification Clause 1913 2 1100 1.80 0.00 sqm 37.00 0

6 11.2(ii) Maintenance of shoulder (stripping of excess material) Stripping excess material from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 2 #REF! 1.80 0.00 sqm 20.00 0

7 3.8(i) Surface drain in soil- Construction of unlined surface drains of average cross section 0.4 sqm in soil 1 1000 0.00 Rmt 0.00 0

8 11.5 Maintenance of WBM road including filling upto pot holes , ruts and rectifying corrugated surface, damaged edges and revelling as per technical speification Clause 1906. 0.00 Sq-m 212.00 0

9 11.3(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 0.00 sqm 265.00 0

4 3.1 Scarifying Existing Granular bituminous Surface to a Depth of 100 mmScarifying 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. 1.00 #REF! 3.75 13500.00 Sq.m 13.00 175500

11 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. 0.00 cum 21.00 0

5 4.8 Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. 1.00 #REF! 3.75 1037.81 Sq.m 1887.00 1958352

6 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. 1.00 #REF! 3.75 619.65 Sq.m 223.00 138182

7 5.1(i) Prime coat1 with low porosity:--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.. 1.00 #REF! 3.75 7087.50 cum 62.00 439425

8 11.14(1) ( i) 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 503. 7087.50 Sq.m 21.00 148838

9 5.3 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 7087.50 Sq.m 166.00 1176525

10 5.5 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, Viscocity grade (VG) Bitumen specification as per IS 73:2006 7087.50 Sq.m 60.00 425250

17 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 0.9 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 0.00 Sq.m 140.00 0

19 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 0.00 Sq.m 9091.00 0

11 9.2(A) Cautionary, mandatory, informatory direction and place identification sign boards. Semi-Reflective Traffic signs upto 0.90 sqm Direction and place indentification 4 0.9 0.6 11.55 sqm 5285.00 61042

12 9.16 Providing and fixing LOGO BOARD as per MORD specification 2.00 Each 6626.00 13252

22 9.2(B) Semi-Reflective Traffic signs more than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colo 0.00 sqm 5756.00 0

13 9.14(B)(ii) Providing typical PMGSY informatory & Logo Board as per approved drawing& Specification ,painted with enamel paint on both side of board , lettering , figuring , printing arrows , borderr etc with ready mix synthetic enamel paint of superior quality in required shed & colours . (ii) PCC / RCC 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 1 1 1.00 Each 14010.00 14010

15 9.8 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 0.00

(i) 5th Kilometre Stone (precast) 1 0 0.00 Each 3947.00 0

(ii) Ordinary Kilometer Stone (Precast) Rd 1000 , 2000 1 2 3.00 Each 2292.00 6876

(iii) 200 m stone (precast) 1 8 10.00 Each 660.00 6600

16 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. 1 410 256.00 Each 525.00 134400

17 9.19 Speed Braker (For 9.0 Mt Formation Width (5.50 carriage way width) Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as directed by engineer in charge as per relevant clauses of MORD specifications. 2.00 Each 22547.00 45094

18 9.18 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 904.00 396.00 sqm 627.00 248292

19 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 up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I) Ordinary soil i. Up to 3 m depth 328.00 Cum 394.00 129232

20 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. 600mm dia 60.00 Cum 2928.00 175680

21 7.10(I) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (Nominal mix 1:3:6) 56.00 Cum 4614.00 258384

22 7.10( II) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15(Nominal mix (1:2.5:5) 1 387.00 Cum 4576.00 1770912

23 7.23 (i) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material 4 178.00 Cum 1032.00 183696

33 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. 0 0.00 0.00 One No. HPC 925.00 0

34 11.7(II) Maintenance of Slab type Culverts by way of clearing, Cleaning,Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification clause 1908. 1 0.00 0.00 Per Culvert 1979.00 0

35 11.8 Maintenance of Causeway by way of minor suface repairing ,replacing Guide posts repair of flood gauges removal of debris providing boulders and protection work and painting as per technical specification clause 1909. 1 0.00 0.00 m 53.00 0

36 11.13 White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc as per technical specification clause 1915. 1 2.00 10.00 #REF! 0.00 sqm 17.00 0

As Per higher Rate @ 29% Above 0.00

Total Cost 9226212

Total Cost of surface Renewal 92.26 Lacs 76.88510267

Sr.No. Description Length Unit Rate Amount 2737203.44

1 Maintenance of Road for Ist Year after Construction 1.800 Km 22000 39600.00

2 Maintenance of Road for IInd Year after Construction 1.800 Km 24000 43200.00

3 Maintenance of Road for IIIrd Year after Construction 1.800 Km 29000 52200.00

4 Maintenance of Road for IVth Year after Construction 1.800 Km 44000 79200.00

5 Maintenance of Road for Vth Year after Construction 1.800 Km 70000 126000.00

Total 427325.00 2qasQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQ```````````````````

Total with Gst 504243.50

Total Cost ( conts.+ maint.) 8246149.00

Grand total 9730455.82

Grand total 9730305.82

say in Lacs 97.30 Lacs

Sub Engineer Assistant Engineer Excutive Engineer Excutive Engineer

PIU -01 CGRRDA Raigarh PIU -01 CGRRDA Raigarh PIU -01,CGRRDA Raigarh PIU -01 CGRRDA Raigarh

Dist Raigarh (C.G.) Dist Raigarh (C.G.) Dist Raigarh (C.G.) Dist Raigarh (C.G.)

#REF! FC Cost #REF!