NIT 1125 Construction of CC Road Under MMGGPY PKG NO MMGGPY-KOR-26(01 work), District-Korba

CHHATISHGARH RURAL ROAD DEVELOPMENT AGENCY

DETAILED PROJECT REPORT

MUKHAYA MANTRY GRAM GAURAV PATH YOJANA

CONSTRUCTION OF CEMENT CONCRETE ROAD AND DRAIN

Name of Road:- Construction of CC Road with Shouler & Drain Heeralal ghar se Shri Agrasen Gou Sewa Dham Tak

Length 650.00 M

Estimated cost 49.97 Lacs GRAM PANCHAYAT- KANBERI

MUKHAYA MANTRY GRAM SADAK EAVM VIKAS YOJANA

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

TECHNICAL REPORT & SPECIFICATION

Roads - New construction/Widening/ Strengthening i/C B.T. are the following document with details available in

1 Name of Road Construction of CC Road with Shouler & Drain Heeralal ghar se Shri Agrasen Gou Sewa Dham Tak

2 Name of Work Construction of Cement concrete road and drain Under Mukhaya Mantri Gram Gaurav Path Yojana

3 Situation of Work Village Kanberi

Gram Panchyat Kanberi

4 Estimated cost Major Head 49.97 Lakh

(a) Technical Sanction :- E.E. Rural Developmnt Division C.G.R.R.D.A Korba

(b) Administrative sanction Collector Distt. Korba C.G.

6 Neccesity of Work Minor Head Service To provide the transportation and comunication facility

to the villagers and prevent from dust and mud

7 Provision Name of Work Estimate has following provision

1. Widening of Road

2. 150 mm thick GSB in 5.00 m Width

3. 200 mm thick C.C. Work (Design mix M30 Concrete)

4. 500 mm wide C.C. Shoulder both side

5. C.C.Drain at both side of road width

6 Provision of hume pipe culvert 1000 MM dia

Rates Estimate prepared on the basis on SOR enforced from JUNE 2025, issued by Chief Engineer ,PMGSY C.G. Rural Road Development Agency , Raipur (C.G.)

Specification As IRC SP -20 specification for road, Rural Road Manual issued by MORD, SP - 72 Design of Rural roads, SP -62 Design of Cement concrere road, and SP 13 for Bridge and culvert works

Sub Engineer Assitt. Engineer Executive Engineer

Rural Development Division Rural Development Division Rural Development Division

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

BILL OF QUANTITY

Under Mukhaya mantri Gram Gaurav Path yojana

Name of Work :- Main Road Kanberi se Agrasen Gou-seva Dham ki or

Package No - MMGGPY-KOR-26

Length of Road 500.00 M

S.No. Item code Description of Item Unit Rate (Rs.) Quantity Amount (Rs.)

1 2.2 Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. Sqm 2.00 2000.00 4000

2 2.3 Clearing and Grubbing Road Land 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. (A) In area of non-thorny jungle Cum 7.00 2000.00 14000

3 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 25.00 450.00 11250

4 3.4(1) Construction of Embankment with Material Obtained from Pits (i) 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 with all leads as per Technical Specification Clause 301.5(Having CBR not less than 5) using vibratory roller. Cum 222.00 720.00 159840

5 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 upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307 M 99.00 400.00 39600

6 4.1 A Granular Sub-base 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 with motivator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.0 (C) Disintegrated rock i.e. mourunm having CBR value not less then 15% and PI &LL not more than 6 and 20 respectively. Pavement portion Cum 804.00 415.80 334303

7 6.1 (II) Construction of un-reinforced, 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 leveling 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, primer, sealant, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 Cum 5889.00 414.40 2440402

8 6.5 Construction of Plain Cement Concrete Drain with P.C.C. grade M-15 including all shuttering/form work etc. complete as per drawings/technical specification and direction of engineer in charge. Cum 4970.00 146.40 727608

9 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 (l) Ordinary Soil I. Upto 3.0m Depth Cum 394.00 32.40 12766

10 7.3 (ii) Bedding for Causeway/Pipes Type B (First Class) Bedding. Laying (First Class) bedding with well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Cum 1200.00 3.60 4320

11 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. 600 mm dia M 2928.00 22.50 65880

12 9.15 (A) Providing and fixing “Citizen Information Board/Maintenance Information board” of PMGSY Project (A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back Each 14010.00 1.00 14010

13 9.15 (B) (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 12390.00 1.00 12390

14 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 (C) 450 mm dia RM 1961 7.50 14708

15 9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings Each 6626 1.00 6626

16 9.2 B Cautionary, mandatory, informatory direction and place identification sign boards. Semi-Reflective Traffic signs more than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 Sqm 5756 1.62 9341

Add 18% GST 696788

Grand Total 4567831

Say as in Lacks 45.68

Executive Engineer

Rural Development Division

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

Detailed Estimate for Construction of Cement Concrete road and Drain

Under Mukhaya mantri Gram Gaurav Path yojana

Name of Road :- Construction of CC Road with Shouler & Drain Heeralal ghar se Shri Agrasen Gou Sewa Dham Tak

Village :- Kanberi Gram panchayat:- Kanberi

Block:-Katghora Distt. :-Korba C.G.

Length 650.00 M.

S.no. SOR Item Description of Item No Lengh (mtr) Width (mtr) Thickness (mtr) Quantity Unit Rate (Rs.) Amount (Rs.)

1 2.2 Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. 1 650.00 7.00 0.00 4550.00 Sqm 2.00 9100

2 2.3 Clearing and Grubbing Road Land 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. (A) In area of non-thorny jungle 2 650.00 1.00 0.00 1300.00 Cum 7.00 9100

3 2.1 Dismantling of Cement Concrete Pavements Dismantling of cement concrete pavements and breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately, as per Technical Specification Clause. 202 0 95.00 3.75 0.15 0.00 Cum 1680.00 0

4 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. 0 650.00 6.00 0.15 0.00 Cum 21.00 0

5 3.7 Removal of Unserviceable Soil with Disposal up to 1000 m Removal of unsuitable soil including excavation, loading and disposal up to 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause302.3.11 1

Shoulder poction 1 650.00 5.00 0 0.00

Drain portion 2 650.00 0.70 0 0.00

Total 0.00 Cum 70.00 0

6 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 upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307 1 250.00 250.00 M 99.00 24750

7 4.1 A Granular Sub-base 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 with motivator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.0 (C) Disintegrated rock i.e. mourunm having CBR value not less then 15% and PI &LL not more than 6 and 20 respectively. Pavement portion 0 650.00 5.00 0.15 0.00

Extra widening and bell mouth 3 30.00 0.90 0.15 12.15

8 6.1 (II) Construction of un-reinforced, 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 leveling 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, primer, sealant, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 1 650.00 4.00 0.20 520.00

Extra widening and bell mouth 3 30.00 0.90 0.2 16.20

9 6.5 Construction of Plain Cement Concrete Drain with P.C.C. grade M-15 including all shuttering/form work etc. complete as per drawings/technical specification and direction of engineer in charge.

PCC M15 Shoulder Both Side 2 650.00 0.50 0.175 113.75

Drain Side Wall LHS 1 50.00 0.15 0.60 4.50

Drain Side Wall LHS 1 50.00 0.15 0.60 4.50

Drain Side Wall RHS 1 50.00 0.15 0.60 4.50

Drain Side Wall RHS 1 50.00 0.15 0.60 4.50

10 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 (l) Ordinary Soil I. Upto 3.0m Depth

For Field Crossing 2 7.50 1.20 1.20 21.60

For Toe wall LHS 1 10 1.50 1.20 18.00

For Toe wall RHS 1 10 1.50 1.20 18.00

11 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 10 1.50 0.20 3.00

For Toe wall LHS 1 10 0.70 1.80 12.60

For Toe wall RHS 1 10 0.70 1.80 12.60

12 7.3 (ii) Bedding for Causeway/Pipes Type B (First Class) Bedding. Laying (First Class) bedding with well compacted sand, moorum or approved granular material as per Clause 1105 (ii) 2 7.50 1.20 0.2 3.60 Cum 1200.00 4320

13 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. 600 mm dia 2 7.50 15.00 M 2928.00 43920

14 9.15 (A) Providing and fixing “Citizen Information Board/Maintenance Information board” of PMGSY Project (A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back 2 1.00 2.00 Each 14010.00 28020

15 9.15 (B) (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. 1 1.00 1.00 Each 12390.00 12390

16 7.1 Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

I Ordinary soil

i Upto 3 m depth HPC at RD 200 M

17 7.7 Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 Nominal Mix 1:3:6(with 40mm Graded metal

18 7.10 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m

I P.C.C grade M 20 (Nominal mix (1:2:4)

Deduct Pipe Portion 0 0.786 0.805 0.000

Pairapet Wall 0 6.15 0.5 0.4 0.000

19 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

20 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

21 9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings

Total 1 1.00 Each 6626 6626

24 9.2 B Cautionary, mandatory, informatory direction and place identification sign boards. B Semi-Reflective Traffic signs more than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 9 0.9 0.9 0.5 3.65 Sqm 5756 20981

Add 18% GST 755839

Add @1% for Contingencies & Work Charge 41991

Grand Total 4996935

Say as in Lacks 49.97

Sub Engineer Assitt. Engineer Executive Engineer

Rural Development Division Rural Development Division Rural Development Division

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