NIT 1174 Renewal / Strengthening Road Under MMGSVY PKG No MMGSVY RGH-M-07, District-Raigarh

Cannel HPC VCW HPC VCW HPC 2670

crossing 1x600mm 6x1000 1x600mm 3x900mm 1x600mm

Kantagaon(2820-3090)

Exisisting Road Detail :- Rd 0 to 5685 WBM Road ( Damage )

Rd 5685 to 7248 EarthenRoad ( Damage ) Existing Culvert

Rd 7248 to 8275 WBM Road ( Damage ) Proposed CC Road

Rd 8275 to 9300 EarthenRoad ( Damage )

1x1000 1x1000 2 x6m SC 1x3m SC 1x1000HPC 2 x6m SC 1x1000HPC 1x1000HPC 1x1000HPC

CC road Rd 2290-2410 C.C. Road Rd 7700 to 7850

Proposed Culvert Proposed CC Road

Fild Crossing RD ( M ) Village RD ( M )

Dhamapur 2050 to 2285

Dhangaon 2290 to 2675

Manpur 8425 to 8275

C.C. Drain RD ( M )

both Side 2290 to 2410

both Side 7700 to 7850

CONSTRUCTION PROGRAME

1 Site & Lab. Establishment

2 Site Clearence

3 Initial Survey

6 Earthen Shoulder

11 Hard Shoulder

17 Protection Work

18 Road Furniture

PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)

Methodology for determining the Pavement Condition Index (PCI)

The measurement of the condition rating of Rural Roads can be done by several methods. Automated equipment like Bump Integrator are perhaps more accurate but given the huge length of the network and the fact that the condition rating is used as a qualitative and relativistic parameter as rather than as a quantitative parameter in the context of the investment resource scarcity, simple and low cost methods may be used to initiate a Pavement Management System. Once the system stabilises and the utility of the condition rating becomes more important, it may be appropriate to switch over to more intensive and accurate measurement methods. Accordingly 3 simple, low cost methods are suggested for the present, which can be done by the PIU staff without much equipment.

2. Methods suggested

(i) Measurement based on Visual Inspection only

An experienced engineer can rate the PCI by visual inspection of the pavement for each kilometre, a Pavement

Condition Index (PCI) of 1 to 5 is adopted, as under:

Description of Surface Condition PCI

(ii) Based on Riding Comfort

A jeep or car is driven at 50 km/hr. and the riding comfort noted for each kilometre. Based on riding comfort while driving at the design speed of 50 km/hr, the PCI is assessed as under

Riding Comfort @ 50 km/hr. PCI

Smooth and Pleasant Ride 5

Slightly Uncomfortable 3

Rough and Bumpy 2

(iii) Based on comfortable Driving Speed possible

The driver is instructed to drive at the most comfortable and safe speed possible on the road. The PCI then assessed for each kilometre based on the Normal Driving Speed, as under

Normal Driving Speed PCI

Over 40 km/hr 5

30 to 40 km/hr 4

20 to 30 km/hr 3

10 to 20 km/hr 2

Less than 10 km/hr 1

3. Determination of PCI for a Road

In order to get the PCI of the road, the arithmetic mean of the condition assessed for each km is taken if the kilometre-wise PCI is varying within a small range. However, if the variation of PCI is large from section to section of the road under consideration, the road is to be divided into homogeneous sections and the arithmetic mean of PCI is taken for each section.

Total Length----

(iii) Based on comfortable Driving Speed possible

Sr. No. Chainage Comfortable Driving Speed PCI

PRADHAN MANTRI GRAM SADAK YOJANA

Part B- General Maintenance

Name of Road :- Package No :-

District :- BLOCK :-

General Repair-

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

1 Pavement Renewal+Road Furniture

2 Surface Renewal (Flexible)

3 Surface Renewal (Rigid)

4 CD Maintenance Nos.

5 New CD Proposed ( Rd 1580 ) 1x1000 mm dia

Total Length of Road (Km) 2M Slab Culvert

5 D.P.R Preparation @ 7000 / Km 1.5M Slab Culvert

Total Cost of road without DPR Preperation Rs.

Total Cost of road Say-

Sub Engineer. Assistant Engineer Executive Engineer

Part A -DETAILED COST ESTIMATE Special Maintenance

Length of Road:- 5.1 KM

DPR for - Chainages 0.0 to 1200

Length- 1200 M Block :-

Estimate section (a) - Upgradation and Maintenance of Special Repair

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

1.Flexible Pavement

1 2.3 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 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, upto 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.

2 3.1 Scarifying Existing Granular Surface to a Depth of 50 mm Scarifying existing granular/bituminous surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.

Chainages 0.0 to 1200 1 0.0

3 2.1 Dismentling of Cement Concrete Pavement as per Technical Specification Clause 202 Dismantling of Cement Concrete pavement breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated location anddisposal of dismantled material upto a lead of 1000 m stacking serviceable and unserviceable material separately 1 Cum

4 2.9 Removing all types of Hume pipes and stacking within a lead of 1000 m i/c Earthwork and Dismantling of masonary works as per Technical Specification clause 202 (A) Upto 600 mm dia Hume pipe Rmt

(B) above 600 mm to 900 mm dia Hume pipe Rmt

(C) above900 mm dia Hume pipe Rmt

5 2.5 (B) Dismentling of Structures Dismantling of Exisisting structure like culvert , bridges retaining walls and other structure comprising of masonry , cement concrete , wood work i/c T&P and scaffolding wherever necessary Sorting the dismantled material disposal of unserviceable material with all lifts and lead of 1000m as per Technical Specification clause 202 (B) Cement Concrete 0.45 1.5 Cum

6 3.3 Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting using Vibratory Roller to meet requirement of Tables 300.1 and 300.2 with all leads as per Technical Specification Clause 301.5 Cu.m 389257 795436

7 3.12 Construction of subgrade and earthen shoulders with approved material (Granular Material having CBR more than 7%) 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.

Earthen Shoulders 2 0.3

8 3.8(i) Surface drain in soil- Construction of unlined surface drains of average cross section 0.4 sqm in soil 1200 Rmt

9 4.1A(i) Grainular subbase with well graded material (table 400.1):---- Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. a. having CBR value more than 20% (i) Crushed stone Material

25% of crushed stone material used in total GSB Qty Cu.m

9 4.1A(iii) Grainular subbase with well graded material (table 400.1):---- Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. a. having CBR value more than 20% (iii) Disintegrated Rock

10 4.8 Construction of hard shoulder as per technical specification clause 407:---Construction of hard shoulder with selected granular material having CBR value not less than 15 including all leads & lift, watering & compaction with smooth wheeled roller to achieve the desired density as per technical specification clause 407 & 401. 1 0.15

For CC Road 0.95 0.2

For Exi. CC Road

11 4.6(2) WBM Grading 2:--Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading II as per Technical Specification Clause 405.

12 4.8(iii) WBM Grading 3:-Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Grading No. 3 material 53mm To 22.4mm 1 3.75 0.075

13 5.1 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 3.75

14 5.2(iii) 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.) 1 3.75

15 5.5 (B) (ii) MPM Construction of penetration macadam over prepared base by providing a layer of compacted crushed course aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kn static roller to achieve the desired degree of compaction as per technical specification clouse 506 75 mm thick Bitumen(S-65) 3.75

16 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 as per technical Specification Clause 504.

(ii) Bitumen ( VG-30) 1 3.75 0.05

17 5.7 Mix Seal Surfacing Providing ,laying and rolling of close graded primix 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) As per Technical Specification Clause 509, Viscocity grade ( VG ) Bitumen Specification As per IS 73:2006

(ii) Bitumen ( VG-30) 1 3.75

15.1 (i) Restoration of Rain Cuts Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 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 0.3 0.25

15.2(1) 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 technical specification Clause 1903 2

15.2(1) 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 technical specification Clause 1903 2

15.2(2) Maintenance of Earhen shoulder (stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903

15.3(i) Maintenace of bituminous surface road Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method filled with 75mm B.M, applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per technical specifications Clauses 502 and 503.

15.3(ii) Patch repair on already filled pot holes with 75 mm BM with 20 mm premix carpet and seal coat Type B as per drawings and technical specification Clause 1904.2

15.3(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

15.6 Maintenance of Drains The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907.

15.7(I) Maintenance of Culverts 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

15.7(II) Maintenance of Culverts Slab type 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

15.8 Maintenance of Causeway Maintenance of Causeway by way of minor Surface repairs, replacing Guide Posts, repair of flood gauges, removal of debris, providing boulders and protection work and painting as per technical specification Clause 1909

15.9 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

15.11 Maintenance of 200 metre and km stones Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per

(i) Painting two coats with synthetic enamel paint

(ii) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade

15.13 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 specifications Clause 1915 50

18 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.

9.3 (c) Field Crossing - 450mm Dia 10 Rmt

19 9.3 (d) Field Crossing - 300mm Dia 10 Rmt

20 11.1 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( Toe wall ) 1.3 0.8 Cum

21 12.5 (I) Plain/Reinforced Cement Concrete in sub structure complete as per drawing and technical specification clouses 802,804,805,806,807,1202&1204 for height upto 5m PCC Grade M-15

Retaining Wall (Substructure M-15) Cum

22 11.4( II) 11.4 II (ii)Providing and laying cement concrete for pain concrete / rainforced concrete in open foundation including form work, shuttering curing complete etc. complete as per drawing and specification P.C.C.M-15

Toe Wall 0.7 0.2

23 14.4 Providing and laying pitcing on slopes layed over prepared filter media as per drewing specifications Clause 1302 Stone / Boulder( Cum

25 13.16 (iii) Filler Joint III) Providing and fixing 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications Rmt

26 13.11 (i) P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 (i) Nominal mix (1:2.5:5) Cum

27 For Speed Breaker ( Detail estimate attech seperately ) no

Total Flexible Pavement Cost (a)

(b). Rigid Pavement

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 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 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 (SOR item No. 6.4) 0.0 0.2

2 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 ( C.C. Shoulder ) Water logging area

24 13.5 Providing and laying cement concrete wearing courese M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 7.5 0.075 Cum

Total Rigid Pavement Cost (b)

(c). Road Furniture

1 10.2(A) Cautionary, mandatory, informatory direction and place identification sign boards. Semi-Reflective Traffic signs upto 0.90 sqm Direction and place indentification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 sqm

3 10.2(B) Semi-Reflective Traffic signs more than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 sqm

4 10.8 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) Each

5 (ii) Ordinary Kilometer Stone (Precast) Each

6 (iii) 200 m stone (precast) Each

7 10.9 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 Each

8 10.14(A)(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 Each

9 10.15(B) Providing and fixing 'Citizen Information Board' of PMGSY Project (B) Providing and fixing of typical " PMGSY Citizen Information Board" made of brick/stone masonary of RCC as per drawings and specifications painted by standard colour as per drawing with lettering, border, heading, logo, arrows etc. using synthetic enamel paint of superior quality and all details as per standard drawings of PMGSY including excavation, concreting painting base, border and lettering, painting cross-section of road and other required details etc. complete as directed by Engineer-in-charge. Each

Total Road Furniture Cost (c )

(d). Cross Drainage Work (Estimates enclosed Separately)

Total CD Cost (d)

Total Construction Cost (A)=(a)+(b)+( c)+(d)

Sub engineer Assistant Engineer Excutive Engineer

BOQ FOR RENEWAL AND MAINTENANCE OF RURAL ROAD UNDER MMGSY

DISTRICT : RAIGARH (C.G.)

PIU :- RAIGARH, PROJECT CIRCLE - RAIGARH

Name of Road:- Ruchida pusalda se Kotamara Marg BT Length (KM) 5.15

BLOCK- PUSSORE CC Length (KM) 0

PACKAGE NO- MMGSY-RGH-M-07 Total Length 5.15

Length of Road (KM)- 5.15 SOR-06 June 2025

S. no Department SOR Year SOR June 2025 Item No. Description of Item Unit Rate(Rs) Ruchida pusalda se Kotamara Marg BOQ

No. Length Width Thicknes BT CC BT CC

QTY AMT QTY AMT

1.Pavement Renewal

1 PARD PMGSY 2025 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 18540 55620 18540 55620

2 PARD PMGSY 2025 3.4 (ii) Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 (Beyond 250m)with all leads as per Technical Specification Clause 301.5(Having CBR more than 5) cum 222 1428.42 317109.24 1428.42 317109.24

3 PARD PMGSY 2025 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 2 1545.0000000000002 2 0.4 cum 273 442.5225 120808.64249999999 442.5225 120808.64249999999

4 PARD PMGSY 2025 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 5150 1.8 sqm 49 0 0 0 0

5 PARD PMGSY 2025 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.(To be used for side shoulder WBM) cum 223 3580.795 798517.285 3580.795 798517.285

6 PARD PMGSY 2025 3.8(i) Surface drain in soil- Construction of unlined surface drains of average cross section 0.4 sqm in soil 1 1000 Rmt 99 1050 103950 1050 103950

7 PARD PMGSY 2025 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. Sq-m 224 0 0 0 0

8 PARD PMGSY 2025 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 Cum 394 301.6 118830.40000000001 301.6 118830.40000000001

9 PARD PMGSY 2025 7.3 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 0 0 0 0

10 PARD PMGSY 2025 7.6 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 rmt 2928 20 58560 20 58560

11 PARD PMGSY 2025 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 Cum 4614 22.400000000000002 103353.6 22.400000000000002 103353.6

12 PARD PMGSY 2025 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 1 Cum 4576 153.6 702873.6 153.6 702873.6

13 PARD PMGSY 2025 7.18 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 cum 4839 0 0 0 0

14 PARD PMGSY 2025 7.4 Providing and laying reinforced cement concrete pipe NP3 for culverts on first Class bedding in single row including fixing with cement mortar 1:2 but excluding excavation, bedding protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. Rmt 5468 0 0 0 0

15 PARD PMGSY 2025 7.2 (i) Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 cum 1619 0 0 0 0

PARD PMGSY 2025 7.22 Providing weepholes in brick masonary/ stone masonary, plain renforced concrete abutment,wing wall….. No 317 0 0 0 0

16 PARD PMGSY 2025 7.23 (i) back filling behind retainwall 4 Cum 1032 156.8 161817.6 156.8 161817.6

17 PARD PMGSY 2025 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 sqm 362 0 0 0 0

18 PARD PMGSY 2025 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 0 0 0 0

19 PARD PMGSY 2025 3.1 Scarifying Existing Granular bituminous Surface to a Depth of 100 mm. Scarifying existing granular/bituminous surface upto a depth of 100 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. sqm 13 19312.5 251062.5 19312.5 251062.5

20 PARD PMGSY 2025 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 3085.171875 5821719.328125 3085.171875 5821719.328125

21 PARD PMGSY 2025 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 3.75 Sq.m 62 19891.875 1233296.25 19891.875 1233296.25

22 PARD PMGSY 2025 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. Sq.m 21 19891.875 417729.375 19891.875 417729.375

23 PARD PMGSY 2025 11.14 (1) (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 Sq.m 166 19891.875 3302051.25 19891.875 3302051.25

24 PARD PMGSY 2025 11.14 (1) (IV) Case -III (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, Viscocity grade (VG) Bitumen specification as per IS 73:2006 Sq.m 60 19891.875 1193512.5 19891.875 1193512.5

25 PARD PMGSY 2025 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 Sq.m 0 0 0 0

26 PARD PMGSY 2025 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 Sq.m 11782 0 0 0 0

27 PARD PMGSY 2025 9.2(A) Cautionary, mandatory, informatory direction and place identification sign boards. Semi-Reflective Traffic signs upto 0.90 sqm Direction and place indentification 11 0.9 0.6 sqm 5285 10.799999999999999 57077.99999999999 10.799999999999999 57077.99999999999

28 PARD PMGSY 2025 9.16 Providing and fixing LOGO BOARD as per MORD specification Each 6626 2 13252 2 13252

29 PARD PMGSY 2025 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 sqm 5756 20.52 118113.12 20.52 118113.12

30 PARD PMGSY 2025 9.14(B) 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 Each 18610 1 18610 1 18610

31 PARD PMGSY 2025 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 2 28020 2 28020

32 PARD PMGSY 2025 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 0

33 PARD PMGSY 2025 (i) 5th Kilometre Stone (precast) 1 0 Each 3947 0 0 0 0

34 PARD PMGSY 2025 (ii) Ordinary Kilometer Stone (Precast) Rd 1000 , 2000 1 5 Each 2292 7 16044 7 16044

35 PARD PMGSY 2025 (iii) 200 m stone (precast) 1 23 Each 660 20 13200 20 13200

36 PARD PMGSY 2025 9.17 Providing and fixing guard stones 200 x 200x 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. 1 410 Each 525 239 125475 239 125475

37 PARD PMGSY 2025 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 sqm 627 1081.5 678100.5 1081.5 678100.5

38 PARD PMGSY 2025 11.7(I) Maintenance of Culverts 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 1 One No. HPC 1448 0 0 0 0

39 PARD PMGSY 2025 11.7(II) Maintenance of Culverts Slab type 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 Per Culvert 3053 4 12212 4 12212

40 PARD PMGSY 2025 11.8 Maintenance of Causeway 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 M 66 48 3168 48 3168

41 PARD PMGSY 2025 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 10 sqm 26 80 2080 80 2080

1 Maintenance of Road for Ist Year after Construction Km 5.15 22000 113300.00000000001 22000 113300.00000000001

2 Maintenance of Road for IInd Year after Construction Km 5.15 24000 123600.00000000001 24000 123600.00000000001

3 Maintenance of Road for IIIrd Year after Construction Km 5.15 29000 149350 29000 149350

4 Maintenance of Road for IVth Year after Construction Km 5.15 44000 226600.00000000003 44000 226600.00000000003

5 Maintenance of Road for Vth Year after Construction Km 5.15 70000 360500 70000 360500

Total Cast of Maintenance 973350 973350

Total Cost With GST (Construction + Maintenance) 19847028 19847028

Say in Lakh 198.47 198.47

Sub Engineer Excutive Engineer Assistant Engineer Excutive Engineer

PIU -01 CGRRDA Raigarh 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.) Dist Raigarh (C.G.)