NIT 1189 PMGSY Road Renewal Maintenance PKG No CG 03-M-15 District- Dantewada

Technical Report and Specification

1 Name of Work Strengthening of Rural Roads under P.M.G.S.Y.

2 Name of Road Metapal to handakhodra Proposed

3 Length of Road (Km) Total Length Total Length

4 Name of Block Dantewada BT

5 Estimated Cost Lacs C.C.

Add GST 18% Lacs River Gap

Total Cost Lacs Total

6 Head P.M.G.S.Y.

8 Construction Pkg. No. CG-03-37

9 Post 5 Year Pkg. No.

10 Package No. CG-03-M-15

11 History Background This road is Stage 1 road work upto G2 level had been done in year 16/03/2013 and maintenance completed on date 17/03/2018. After completion of maintenance surface of road is detoriated therefore, the renewal of road is very necessary.

1 Initial Rehabilitation Work :- Provision is made as per guide lines of CGRRDA

2 Annual Routine Maintenance Works : Provision is made as per guide lines of CGRRDA

3 Renewal of Bituminous Surface : Provision is made as per guide lines of CGRRDA

4 Emergency works : Provision is made as per guide lines of CGRRDA

13 Rate's As per SSR w.e.f. 22 Feb. 2018

Sub Engineer Assistant Engineer Executive Engineer

PIU-1, CGRRDA, Dantewada PIU-1, CGRRDA, Dantewada PIU-1, CGRRDA, Dantewada

Detail of Maintenance Work's Package

PIU-1, CGRRDA, Dantewada Package No. :- CG-03-M-15

S .No. Pkg. No. Name of Road Block Length of Road (In Km.) Cost of Maintenance Work's for Five Year's (Amount in Lacs) Add 18 % GST Total Amount Work Order Date of Package Post five year Complition Date of Package Post five year Remark's

Initial Rehabitation Work's A Annual Routine Maintenance B Renewal Work's C Emergency Work's 10% of (B+C) Total A+B+C+D

1 CG-03-M-15 Metapal to handakhodra Dantewada 0

Sub Engineer Assistant Engineer Executive Engineer

PIU-1, CGRRDA, Dantewada PIU-1, CGRRDA, Dantewada PIU-1, CGRRDA, Dantewada

Details of the package of maintenance work

PIU - PIU-1, CGRRDA, Dantewada

Dist - Dantewada Package No. :-

S No Cons truction Pkg. No. Post 5 Year MTN Pkg. No. Name of Road Block Length of Road (Km.) Expiry Date of Post 5 Year Maint. Contract Cost of 5 Year maintenance Work's (Rs. In Lakh) Total (8+9+10 +11) Recom mended time for IR (Part-1) in Months Date of Post 5 Year Work Order Renewal Date of Renewal

Initial Rehabili tation Work's (Part-I) Annual Routine Emergency Work's (10% of Part-2+Part-3) (Part -IV)

Annual Routine Maintenance (Part-II) Renewal Work's (Part-III) From (Km.) To (Km.)

1 CG-03-37 - Metapal to handakhodra Dantewada 0 NA - NA NA NA

Sub Engineer Assistant Engineer Executive Engineer

PIU-1, CGRRDA, Dantewada PIU-1, CGRRDA, Dantewada PIU-1, CGRRDA, Dantewada

Details of road, package completing 10 year maintenance contract

PIU - PIU-1, CGRRDA, Dantewada

Dist - Dantewada Package No. :-

S No Construc tion Pkg. No. Post 5 Year MTN Pkg. No. Name of Road Block Total Length of Road Completion Date of Post 5 Year Initial Rehabitation (Part-1) (Rs. in Lakh) Annual Routine Maintenance (Part-II) (Rs. in Lakh) Planned renewal (Part-III) (in Km.)

Protec tion Work Repaire of CD Work New CD Work Misc. Work Total I II III IV V Total I II III IV V

1 CG-03-M-15 - Metapal to handakhodra Dantewada 0

Sub Engineer Assistant Engineer Executive Engineer

PIU-1, CGRRDA, Dantewada PIU-1, CGRRDA, Dantewada PIU-1, CGRRDA, Dantewada

M.P.R.R.D.A. PIU-1, Betul

Initial Rehabilitation work

Name of Road : - Metapal to handakhodra

S.No. At Chainage No.s Cost. Amount (Rs.) Proposed I.R. Work

1 RD 5500 1 Replacement of Damaged HPC

Say in Lacs Say in Lacs

Sub Engineer Assistant Engineer Executive Engineer

PIU-1, CGRRDA, Dantewada PIU-1, CGRRDA, Dantewada PIU-1, CGRRDA, Dantewada

M.P.R.R.D.A. PIU-1, Betul

PART - I :- ESTIMATE OF IR work 15% for profile correction and edge correction

PIU-1, CGRRDA, Dantewada Name of Road :- Metapal to handakhodra Package No. :- CG-03-M-15

S.NO SOR Item/Page PARTICULAR NO L B H/D QUANTITY UNIT RATE AMOUNT

1 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.

HEAD WALL 2 6.45 1.4

PIPE PORTION 1 7.2 1.53 1

2 7.3 (II) Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)

HEAD WALL 2 1.7 0.3

3 7.10 (ii) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

PCC Grade M15 (Nominal mix (1:2.5:5)

4 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

P.C.C. Grade M-15

DEDUCT PIPE PORTION -2 3.14 (0.615)2

PIPE JOINT PORTION 1 8.26 1.3 0.2

FOR PARAPET WALL 2 6.2 0.4 0.6

5 7.4b 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

6 7.23 (I) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material

7 10.5 (I) Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per section 2504

8 10.6 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications including trimming of slopes to proper profile and preparation of bed as per section 2504

9 11.13 White washing two coats on parapet walls of CD and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 15*2 12 6.5

10 11.7(ii) Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908 15 Nos 2771

Sub Engineer Assistant Engineer Executive Engineer

PIU-1, CGRRDA, Dantewada PIU-1, CGRRDA, Dantewada PIU-1, CGRRDA, Dantewada

CONSTRUCTION OF RURAL ROADS UNDER MAINTENANCE (CG)

PIU-1, CGRRDA, Dantewada Name of Road :- Metapal to handakhodra Package No. :- CG-03-M-15

Estimate for maintenance of culverts

Sub Engineer Assistant Engineer Executive Engineer

PIU-1, CGRRDA, Dantewada PIU-1, CGRRDA, Dantewada PIU-1, CGRRDA, Dantewada

ESTIMATE OF I.R. Work

Cost Estimate for Reconstruction of Slab 1 Span of 1.5m

Chainage:-3350 M

S. No. Item No. Description No. Length (m) Width (m) Depth (m) Quantity Rate Unit Amount

1 2.6 Dismantling of Structures

abutmemt 2 7.5 0.4 1.5

return wall 4 5 0.4 1.5

2 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) Depth upto 3 m

For Abutment 2 7.7 2.05 1.5 47.355

Sub Total 69.555 354 CUM

3 7.1 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)

Autment Ist Footing 2 7.7 2.05 0.2 6.314

Abutment Lind Footing 2 (7.50+6.20)/2 (1.85+1.40)/2 1.3 28.94

Sub Total 53.552 5223 Cum

4 7.18 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (Nominal mix (1:2.5:5)

Abutments IV Footing 2 6 (1.20+0.70)/2 1.41 16.074

Return Wall IV Footing 4 (2.00+2.50)/2 (1.00+0.40)/2 1.82 11.47

5 7.27 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II. R.C.C M 25 (Design mix)

Abutment Cap 2 6 0.3 0.2 0.72

Sub Total 5.43 7312 Cum

6 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

Sub Total 0 12727 Cum

7 7.29 Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Main Bar 12 mm Dia @ 120 mm C/C 50 2.02 0.89 89.89

Distribution Bar 10 mm dia @160 mm C/C 14 5.92 0.617 51.13696

Top Longlitudinal bar 10 mm dia @ 300 mm dia 8 5.92 0.617 29.22112

Top Transverse bar 10 mm dia @300 mm dia 21 2.02 0.617 26.17314

For Wheel guard 10 mm dia 2X6X4 0.5 0.617 14.808

Cap beam 10 mm dia 2X4 5.92 0.617 29.22112

Sub Total :- 266.28334

For Superstructure 1 0.26628334000000004

8 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 18 18 335 Nos

9 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material

Quantity as per SN 01 & Item No (7.1) 69.56

Quantity as per SN 02 (-) 43.76

Sub Engineer Assistant Engineer Executive Engineer

PIU-1, CGRRDA, Dantewada PIU-1, CGRRDA, Dantewada PIU-1, CGRRDA, Dantewada

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

PIU-1, CGRRDA, Dantewada Package No. :- CG-03-M-15

Name of Road :- Metapal to handakhodra

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

1st Year Per Km. 22000

2nd Year Per Km. 24000

3rd Year Per Km. 29000

4th Year Per Km. 44000

5th Year Per Km. 70000

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

1 1st Year 0 22000

2 2nd Year 0 0 0 0

3 3rd Year 0 0 0 0

4 4th Year 0 0 0 0

5 5th Year 0 0 0 0

Sub Engineer Assistant Engineer Executive Engineer

PIU-1, CGRRDA, Dantewada PIU-1, CGRRDA, Dantewada PIU-1, CGRRDA, Dantewada

PART - III :- ESTIMATE OF RENEWAL OF BITUMINOUS SURFACE 15% for profile correction and edge correction

PIU-1, CGRRDA, Dantewada Name of Road :- Metapal to handakhodra Package No. :- CG-03-M-15

S. No. SSOR Item No. Description of Item No. Length (M) Width (M) Thickness (M) Total Quantity Unit Rate (Rs.) Amount (Rs.)

1 3.1 Scarifying the existing bituminous/ Granular road surface to 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 6000 3.75 sqm 21

2 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 2 11130 1.875 sqm 3

2 11.2 (i) Maintenance of shoulder (filling with fresh selected material) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 2 4930 2.1 sqm 52

3 3.12 (b) (b) Construction of sub-grade 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

beside CC road 2 200 2.51 0.15

4 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 6000 3.75 0.075

CC portion 1 200 3.75 0.15

pothole repair 307.4

Add 30% for Profile Correction of old wbm surface

5 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

Extra at curves and fanning portion

6 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 503

Extra at curves and fanning portion

7 5.3 (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 (II) Bitumen (VG-30)

Extra at curves and fanning portion

8 5.5 case ii type b (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 Case - II : Type B (II) Bitumen (VG-30)

Extra at curves and fanning portion

9 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. 1 200 3.75 0.2 Cum 7136

10 7.18 (i) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (Nominal mix (1:2.5:5) 2 200 1.875 0.2 Cum 5387

11 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. Ordinary soil i. Upto 3 m depth Retaining wall 1 312 1.5 2.9 Cum 354

12 7.10 (i) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 1 1.3 0.2 Cum 5107

13 7.18 (I) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (Nominal mix (1:2.5:5)

14 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 0.9 2.3 Cum 1025

15 9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. 6 Each 9276

17 9.2 (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 22 0.9 Sqm 6621

18 9.8 (i) 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. 5th Kilometre Stone (precast) 4 Each 5180

19 9.8 (ii) 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. Ordinary Kilometer Stone (Precast) 13 Each 3072

20 9.8 (iii) 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. 200 m stone (precast) 44 Each 648

21 9.17 Guard Stone 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. 235 Each 661

22 9.18 Road marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes.) For Curve and Speed Breaker And Junction 2 10930 0.1 Sqm 846

AMOUNT IN LAKHS Rs.=

Sub Engineer Assistant Engineer Executive Engineer

PIU-1, CGRRDA, Dantewada PIU-1, CGRRDA, Dantewada PIU-1, CGRRDA, Dantewada

Strip Plan (As Per Work Status)

Name of Road :- Metapal to handakhodra 3.75 /7.5 Package No. :- CG-03-M-15

Total Length :- BT - 10930

PIU-1 Dantewada Total -

Sub Engineer Assistant Engineer Executive Engineer

PIU-1, CGRRDA, Dantewada PIU-1, CGRRDA, Dantewada PIU-1, CGRRDA, Dantewada

BAR CHART ( Part - II Annual Routine Maintenance )

PIU-1, CGRRDA, Dantewada Name of Road :- Metapal to handakhodra Package No. :- CG-03-M-15

Length - B.T. C.C.

FLOW CHART ( Part - II Annual Routine Maintenance )

CG 13-100 Renewal of BT Road Period Wise

PIU-1, CGRRDA, Raigarh

BILL OF QUANTITY

Name Of Road :- Metapal to handakhodra Block - Dantewada

SERIAL No. Department SOR Year Item Code Description UNIT Rate Quantity Amount

1 PARD PMGSY 2018 Scarifying the existing bituminous/ Granular road surface to 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

2 PARD PMGSY 2018 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 sqm

3 PARD PMGSY 2018 11.2 (i) Maintenance of shoulder (filling with fresh selected material) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 sqm

4 PARD PMGSY 2018 3.12 (b) (b) Construction of sub-grade and earthen shoulders with approved material (Granular material having CBR not less than 10) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1 Cum

5 PARD PMGSY 2018 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

6 PARD PMGSY 2018 Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 sqm

7 PARD PMGSY 2018 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 503 sqm

8 PARD PMGSY 2018 5.3 (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 (II) Bitumen (VG-30) sqm

9 PARD PMGSY 2018 5.5 case ii type b (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 Case - II : Type B (II) Bitumen (VG-30) sqm

10 PARD PMGSY 2018 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

11 PARD PMGSY 2018 7.18 (i) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (Nominal mix (1:2.5:5) Cum

12 PARD PMGSY 2018 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 i. Upto 3 m depth Retaining wall Cum

13 PARD PMGSY 2018 7.10 (i) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Cum

14 PARD PMGSY 2018 7.23 (I) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (Nominal mix (1:2.5:5) Cum

15 PARD PMGSY 2018 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. nos.

16 PARD PMGSY 2018 9.2 (A) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (I) Granular Material nos.

17 PARD PMGSY 2018 9.8 (i) Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. nos.

18 PARD PMGSY 2018 9.8 (ii) 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 nos.

19 PARD PMGSY 2018 9.8 (iii) 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. 5th Kilometre Stone (precast) nos.

20 PARD PMGSY 2018 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. Ordinary Kilometer Stone (Precast) nos.

21 PARD PMGSY 2018 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. 200 m stone (precast) nos.

22 PARD PMGSY 2018 Guard Stone 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. nos.

23 PARD PMGSY 2018 9.2 (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 nos.

24 PARD PMGSY 2018 9.8 (i) 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. 5th Kilometre Stone (precast) nos.

25 PARD PMGSY 2018 9.8 (ii) 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. Ordinary Kilometer Stone (Precast) nos.

26 PARD PMGSY 2018 9.8 (iii) 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. 200 m stone (precast) nos.

27 PARD PMGSY 2018 Guard Stone 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. nos.

28 PARD PMGSY 2018 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.) For Curve and Speed Breaker And Junction sqm

29 PARD PMGSY 2018 White washing two coats on parapet walls of CD and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 Sqm

30 PARD PMGSY 2018 11.7(ii) Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908 Nos

31 PARD PMGSY 2018 10.5 (I) Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per section 2504 Cum

32 PARD PMGSY 2018 7.3 (II) Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Cum

33 PARD PMGSY 2018 7.10 (ii) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Cum

34 PARD PMGSY 2018 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications including trimming of slopes to proper profile and preparation of bed as per section 2504 Cum

35 PARD PMGSY 2018 7.4b 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 RM

Total Construction Amount with GST

PARD PMGSY 2018 Maintenance of Road for First Year Km

PARD PMGSY 2018 Maintenance of Road for Second Year Km

PARD PMGSY 2018 Maintenance of Road for Third Year Km

PARD PMGSY 2018 Maintenance of Road for Fourth Year Km

PARD PMGSY 2018 Maintenance of Road for Fifth Year Km

Total Maintenance Cost

Total Maintenance Amount with GST

Grand Total construction with maintenance and 18% GST

Say Rs. In Lacs

Sub Engineer Asstt. Engineer Executive Engineer

PIU-01,CGRRDA,Dantewada PIU-01,CGRRDA,Dantewada PIU-01,CGRRDA,Dantewada

ESTIMATE OF I.R. Work

Type of CD - RD - 1500m. Ex. CC Both Side Paved Shoulder Length = 30m.

Name of Road :- Metapal to handakhodra Package No. :- CG-03-M-15

S. No. SSR Item No. Description Quantity Unit Rate Amount Remark

1 3.4 Excavation, Carting i/c Removal of Soil with Disposal upto 1000 m Excavation of embankment, sub-grade and drain consisting of excavation, removal and satisfactory disposal of all excavated materials including hauling to sides of embankment and subgrade construction as also the disposal of materials in specified manner and the trimming and finishing of the road to the specified dimensions i/c all lifts, lead upto 1000 meters including dewatering, shaping and excavation in marsh and complete disposal of all muck as per clause 302. for all types of soil i/c moorum gravel etc. as directed by the Engineer-in-charge

Particular No Length Width Depth

Shoulder 2 30 0.95 0.3

4.1 A Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) Construction of granular sub-base by providing well graded material having CBR >= 20, 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 100 kN static weight to achieve the desired density, complete as per Technical Specification Clause 401 for gradings mentioned in table 400.1 A Crushed stone materials

Particular No Length Width Depth

11.4 (I) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10

Particular No Length Width Depth

PCC for Wall 2 30 0.3 0.1

Shoulder 2 30 1 0.1

11.4 (II) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15

Particular No Length Width Depth

Shoulder 2 30 1 0.1

Team Leader Sub Engineer Assistant Manager General Manager

Sai Enterprises, Camp Betul M.P.R.R.D.A. PIU-1, Betul M.P.R.R.D.A. PIU-1, Betul M.P.R.R.D.A. PIU-1, Betul

ESTIMATE OF I.R. Work

Type of CD - Proposed FCW AT RD 350M.

Name of Road :- Metapal to handakhodra Package No. :- CG-03-M-15

S. No. SSR Item No. Description Quantity Unit Rate Amount Remark

1 2.5 B Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of cement concrete including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. B Cement Concrete

Particular No Length Width Depth

2 9.1 A Excavation for Structures Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, sortingout servicible & unservicible materials and disposal of all materials upto 1000 m lead and backfilling with approved material. Ordinary soil

Particular No Length Width Depth

11.4 (I) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10

Particular No Length Width Depth

11.4 (II) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15

Particular No Length Width Depth

12.9 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

Particular No Length Width Depth

7.3 B Granular Sub-base Construction of granular sub-base by providing well graded material, spreading in uniform layers with appropriate equipment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with 8-10 t static roller to achieve the desired density, complete as per Technical Specification Clause 401 for gradings mentioned in table 400.1 (CBR 20 or more) B River born materials

Particular No Length Width Depth

7.5 Cement Concrete Slab Construction of un-reinforced 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 construction joints, applying debonding strips, primer, sealant, approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,

Particular No Length Width Depth

Team Leader Sub Engineer Assistant Manager General Manager

Sai Enterprises, Camp Betul M.P.R.R.D.A. PIU-1, Betul M.P.R.R.D.A. PIU-1, Betul M.P.R.R.D.A. PIU-1, Betul