NIT 1189 PMGSY Road Renewal Maintenance PKG No CG 02-M-37 District- Bilaspur

Technical Report and Specification

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

2 Name of Road T02 Tekar to Selar via Kabripara Proposed

3 Length of Road (Km) Total Length 9.800Km. Total Length

4 Name of Block Bilha BT 9.70m.

5 Estimated Cost 607.62 Lacs C.C. 0.10m.

Add GST 18% 109.37 Lacs

Total Cost 716.99 Lacs

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

8 Construction Pkg. No. CG-02-126(II)

9 Post 5 Year Pkg. No.

11 History Background This road was constructed under package CG-02-126(II) which was completed on 31.05.2019 & five year Mantinance Period is completed on 30.05.2024 The Length of Road is 9.8Km. in which BT is 9.7Km. and C.C. is 0.100Km.

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 Imergency works : Provision is made as per guide lines of CGRRDA

13 Rate's As per SOR w.e.f. 01 July 2025

Sub engineer Assistant Engineer Excutive Engineer

PIU PMGSY, Bilaspur PIU PMGSY, Bilaspur PIU PMGSY, Bilaspur

Details of Maintenance work's Roadwise package

S No. Circle District PIU Block Vidhansabha Pkg. No. Name of Road Length of Road (Km.) Cost of Maintenance Work's for Five Year's (Amount In Lacs) Add 18% GST Total Amount Remark's

Initial Rehabili tation Work's A Annual Routine Maintenance B Renewal Work's C Total A+B+C+C

1 Bilaspur Bilaspur Bilaspur Bilha Beltara CG-02-M-37 T02 Tekar to selar via kabripara 9.80 25.28 20.19 562.15 607.62 109.372 716.99

Executive Engineer

Cum Member Secretary (P.I.U.)

C.G.R.R.D.A. District-Bilspur (C.G.)

Detail of Maintenance Work's Package

S .No. Circle D 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

Details of the package of maintenance work

Dist - Bilaspur 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-02-126(II) NA T02 Tekar to Selar via Kabripara Bilha 9.800 NA 25.26 20.19 562.17 0.00 607.62 - - - - -

Sub engineer Assistant Engineer Excutive Engineer

PIU PMGSY, Bilaspur PIU PMGSY, Bilaspur PIU PMGSY, Bilaspur

Details of road, package completing 10 year maintenance contract

Dist - Bilaspur

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

Sub engineer Assistant Engineer Excutive Engineer

PIU PMGSY, Bilaspur PIU PMGSY, Bilaspur PIU PMGSY, Bilaspur

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

Initial Rehabilitation work

Name of Road : - T02 Tekar to Selar via Kabripara

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

1 Road Furniture 1 4.13 4.13 Sign Board, Cautionary Board,Logo Board, Guard Stone, Km Stone &200m Stone

2 Protection work 1 21.13 21.13 field crossing

Say in Lacs 25.26

Sub engineer Assistant Engineer Excutive Engineer

PIU PMGSY, Bilaspur PIU PMGSY, Bilaspur PIU PMGSY, Bilaspur

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

Details of Maintenance work's packagewise Abstract

S No. Circle District PIU Block Vidhansabha Pkg. No. No.of Road Total Length of Package (In Km.) Cost of Maintenance Work's for Five Year's (Amount In Lacs) Add 18% GST Total Amount

Initial Rehabili tation Work's A Annual Routine Maintenance B Renewal Work's C Total A+B+C+D

1 Bilaspur Bilaspur Bilaspur Bilha Beltara CG-02-M-37 1 9.80 25.28 20.19 562.15 607.62 109.37 716.99

Executive Engineer

Cum Member Secretary (P.I.U.)

C.G.R.R.D.A. District-Bilspur (C.G.)

Pradhanmantri Gram Sadak Yojna Distrist Bilaspur (C.G.)

Renewal Maintenance Bill of Quantities

Name of District -Bilaspur

Total Number of Road :- 01

Total Length of Road - 9.80 KM

Package No :- CG02-M-37

S.No. SOR No Description Name of Road Length (KM) T02 Tekar to Selar via Kabripara

Uniit RATE Length 9.80

No. Length Breadth Depth Quantity Amount

1 9.14 B Providing and Fixing Informtory and Logo Board of PMGSY Projec (B) Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 EACH 18610 2 37220

2 9.15 A Providing and fixing 'Citizen Information Board' of PMGSY Project (A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back (1no. Citizen Board, 1 no. maint. board) Each 14010 1 14010

3 9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. EACH 6626 5.00 33130

4 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 (ii) Ordinary Kilometer Stone (Precast) 9 0.00 0.000 0.000 EACH 2292.00 11.00 25212

6 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 m m, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 sqm 5285 17.878 94485

7 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. Each 525 383 201075

8 11.7(i) Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 One No. Hume Pipe 634 0.00 0.000 0.000 No.s 1448.00 2 2896

9 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 No.s 3053 1.00 3053

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 up to a lead of 50m dressing of sides and bottom and backfiulling in trenches with excavated suitable material. Cum 394.00 72.00 28368

11 7.3(ii) Type -B (First class ) Bedding Laying (First class) bedding with well compacted sand moorum or approved granular material as per Clause 1105 (ii). 12 7.50 0.80 0.150 Cum 1200.00 8.10 9720

12 6.5 Construction of Plain Cement Concrete Drain with P.C.C. Grade M-15 including all shuttering/form work etc. complete as per drawing/technical specification and direction of Engineer in Charge. Cum 4970.00 360.00 1789200

13 7.6 (A) Providing and Laying reinforced cement concrete pipe NP-3 for Culverts/Burried conduits on first class bedding of granular material including fixing coller with cement mortor 1:2 but excluding excavation protection works backfilling cocrete and masonary works in head walls and parapets as per Clause 1106. Rd 12 10.00 RM 2928.00 90.00 263520

15 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 0 0.00 Each 317.00 0

Sub Total 2528289

Part C ( Estimate of Renewal)

1 11.12 (III) Cutting of branches of trees shrubs and trimming of grass and weeds Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 Sqm sqm 19400.00 3.00 58200.00

2 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. For WMM and BT Av width (1.875+2.215)/2=2.045 cum 2 5577.54 2.045 Cum 35308.00 223.00 7873684.00

3 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 sqm 22878.55 13.00 297421.15

4 4.80 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 Cum 511.50 1887.00 965200.50

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 ( on wmm portion) Sqm sqm 17672.55 62 1095698.1

6 11.14 (i) (i) 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. Sqm sqm 58481.50 21.00 1228112.00

7 5.6 Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. Bitumen(S-65) VG-30 RD 0-3280 M. Cum Cum 3196.22 8207.00 26231377.54

8 11.14 (ii) Pre-mix carpet using bituminous (penetration grade modified bitumen) binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade 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. Sqm sqm 58751.00 166.00 9752666.00

9 5.5 CaseII 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 ii Bitumen VG 30 sqm 58751.00 60.00 3525060.00

10 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 sqm 1960.00 627.00 1228920.00

11 11.5 Maintenance of WBM/WMM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and raveling as per technical specification Clause 1906 sqm sqm 17672.55 224 3958651.00

Sub Total 56214990

Part -B ( Renewal maintenance)

1 Routine maintenance for 1st year Before Renewal of BT Road Km 22000 3.35 73700 Km 24000 9.80 235200

Routine maintenance for 2nd year after Renewal of Road Km 24000 3.35 80400 Km 26000 9.80 254800

Routine maintenance for 3rd year after Renewal of Road Km 29000 3.35 97150 Km 32000 9.80 313600

Routine maintenance for 4th year after Renewal of Road Km 44000 3.35 147400 Km 48000 9.80 470400

Routine maintenance for 5th year after Renewal of Road Km 70000 3.35 234500 Km 76000 9.80 744800 716.99

C C Road km 0 0.00 0

Routine maintenance Sub Total C 701210.00 2018800.00

Part D - Emergency Work (Part B + Part C) 10% #REF! 0

Total A+B+C #REF! 60762080

GST 18 % add #REF! 10937174

Grand Total #REF! 71699254

Say Amount in Lacs #REF! 716.99

RENEWAL OF RURAL ROADS (CG)

Estimate for construction of Road Furniture

Road Name: T02 Tekar to Selar via Kabripara

For Chainage: 0.00 to 9.8Km

S.No SOR No Description No. Length Breadth Depth Quantity Uuit Rate Amount

1 9.14 B Providing and Fixing Informtory and Logo Board of PMGSY Projec (B) Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Total 2.00 Each 18610 37220

2.00 9.15 A Providing and fixing 'Citizen Information Board' of PMGSY Project (A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back (1no. Citizen Board, 1 no. maint. board)

Maintenance Board 1 0.00 0.000 0.000 1.00

Total 1.00 Each 14010 14010

3 9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings.

Total 5.00 Each 6626 33130

4 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 (ii) Ordinary Kilometer Stone (Precast) 11 0.00 0.000 0.000 11.00 Each 2292.00 25212

6 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 m m, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Traingular Board 41.0 0.60 0.60 0.000 14.76

Village Board and other board 16.0 0.43 0.45 0.00 3.12

Total 17.88 Sqm 5285 94483

7 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.

Total 347.00 Each 525 182175

toal road furniture 412630

8 11.7(i) Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 One No. Hume Pipe 5 0.00 0.000 0.000 5.00

Total 5.00 Nos. 1448 7240

9 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 5 0.00 0.000 0.000 5.00

Total 5.00 Nos. 3053 15265

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 up to a lead of 50m dressing of sides and bottom and backfiulling in trenches with excavated suitable material.

7.10 (ii) 7.10 (ii) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. Grade M15 for repair of culvert

11 7.3(ii) Type -B (First class ) Bedding Laying (First class) bedding with well compacted sand moorum or approved granular material as per Clause 1105 (ii). 9 7.50 0.80 0.150 8.10 Cum 1200.00 9720.00

12 6.5 Construction of Plain Cement Concrete Drain with P.C.C. Grade M-15 including all shuttering/form work etc. complete as per drawing/technical specification and direction of Engineer in Charge.

for drain 0-100R H S .1700-1950LHS 0 175.00 0.90 0.150 0.00 for drain 3500-4500 both side, rd 6800-7100

for paved shoulder beside canal portion 2 1000.00 0.90 0.20 360.00

7.10 (iv) 7.10 (iv) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C grade M 20 ( For drain Cover - ) 0 1.50 0.90 0.10 0.00 Cum 5336.00 0.00

7.28 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 ( For drain Cover )

Main bar 12 mm dia 150 mm c/c 0 11.00 0.82 0.89 0.00

Distribution bar 10 mm dia 200 mm c/c 0 5.00 1.42 0.62 0.00

13 7.6 (A) Providing and Laying reinforced cement concrete pipe NP-3 for Culverts/Burried conduits on first class bedding of granular material including fixing coller with cement mortor 1:2 but excluding excavation protection works backfilling cocrete and masonary works in head walls and parapets as per Clause 1106. Rd 600 MM Dia 9 10.00 90.00 M 2928.00 263520.00

toal of protection work 2113313

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

Project Implimentation Unit- Bilaspur(C.G.)

Name of Road :- T02 Tekar to Selar via Kabripara

Carriage Way Width/Formation Width Length of B.T. Length of C.C. Total Length

Rate's Before Renewal After Renewal

7.50 Meter wide Road 6.00 Meter wide Road 7.50 Meter wide Road 6.00 Meter wide Road

T1 to T4 T5 to Above T1 to T4 T5 to Above T1 to T4 T5 to Above T1 to T4 T5 to Above

S. No. Year of Guarantee Period Rate Analysis Total Amount (A+B) Per Year Per Km. Total Length of Road (In Km.) Remark

Renewal Part (A) Balance Part (B)

Length (In Km.) Rate Amount Length (In Km.) Rate Amount

Strip Plan (As Per Work Status)

Name of Road :- T02 Tekar to Selar via Kabripara 5.5/ 9.0

Total Length :- 9.800Km. BT - 9.70 km

PIU- Bilaspur Total - 9.80 km

Sub engineer Assistant Engineer Excutive Engineer

PIU PMGSY, Bilaspur PIU PMGSY, Bilaspur PIU PMGSY, Bilaspur

BAR CHART ( Part - II Annual Routine Maintenance )

Project Implimatation Unit Bilaspur (C.G.) Name of Road :- T02 Tekar to Selar via Kabripara

Length - B.T. C.C.

0.00 m. 9800.00 m. TOTAL LENGTH

1st Year 9.800 Km. 100%

2nd Year 0.000 Km. 0%

3rd Year 0.000 Km. 0%

4th Year 0.000 Km. 0%

5th Year 0.000 Km. 0%

Renewal Length 9.800 Km. 100%

FLOW CHART ( Part - II Annual Routine Maintenance )

ESTIMATE OF I.R. Work

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

Name of Road :- T02 Tekar to Selar via Kabripara Package No. :- 0

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

Total 24.30 Cum 44 1069

2 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

Total 6.00 Cum 958 5748

3 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 30.00 0.30 0.1 1.8

Total 7.80 Cum 4077 31801

4 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

Total 12.00 Cum 4110 49320

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 :- T02 Tekar to Selar via Kabripara Package No. :- 0

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

Total 9.00 Cum 419 3771

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

Total 33.60 Cum 195 6552

3 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

Total 6.30 Cum 4077 25685

4 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

5 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

Total 24.00 Rm 149 3576

6 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

Total 16.88 Cum 638 10769

7 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

Part III , BOQ FOR RENEWAL WORK

Name of Road:- T02 Tekar to Selar via Kabripara Block:- Bilha 7.32 6.99 0.33

Length of Road: 9.8 km (9.7 km BT + 0.1 km CC) District- Bilaspur

Sl. No. SOR No. Particulars of Items Unit No L W H/D Qty. Rate Amount

1 11.12 (III) Cutting of branches of trees shrubs and trimming of grass and weeds Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 Sqm 19400.00 3.00 58200.00

2 11.1 Restoration of Rain Cuts Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 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 cum 0.00 273.00 0.00

3 11.2(1) 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 cum 0.00 49.00 0.00

4 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. For WMM and BT Av width (1.875+2.215)/2=2.045 cum 2 5577.54 2.045 0.17 35308.00 223.00 7873684.00 775613 7098071.00

5 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 23258.80 13.00 302364.40

on damage part of length 1 6990.00 3.75 13106.25 1875

3.2 Compacting original ground / Existing Embankement (i)Compacting original ground supporting embankement/subgrade Loosing , levelling and compacting original ground supporting embankement / subgrade to facilitate placement of first layer of embankement , scarified to a depth of 150 mm mixed with water at OMC and then compacted by compacted by rolling to achieve minimum dry density as given in table 300.1 and 300.2 for embankement construction as per Technical Specification Clause 301.4.1 cum 0 21.00 0.00

6 4.80 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 511.50 1887.00 965200.50

bell mouth & widening at curve 393.19

7 5.1 Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 ( on wmm portion) Sqm 19848.80 62 1230625.6

bell mouth & widening at curve 2621.25

8 11.14 (i) (i) 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. Sqm 58212.00 21.00 1222452.00

bell mouth & widening at curve 2621.25

9 5.6 Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. Bitumen(S-65) VG-30 RD 0-3280 M. Cum 3150.40 8207.00 25855332.8

10 11.14 (ii) Pre-mix carpet using bituminous (penetration grade modified bitumen) binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade 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. Sqm 57673.00 166.00 9573718.00

bell mouth & widening at curve 2621.25

11 5.5 CaseII 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

12 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 1960.00 627.00 1228920.00

13 11.5 Maintenance of WBM/WMM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and raveling as per technical specification Clause 1906 sqm 19848.80 224 4446131.00

Sub engineer Assistant Engineer Excutive Engineer

PIU PMGSY, Bilaspur PIU PMGSY, Bilaspur PIU PMGSY, Bilaspur

Part III , DETAILS ESTIMATE FOR RENEWAL WORK

Name of Road:- T02 Tekar to Selar via Kabripara Block:- Bilha 3.28 3.28 0

Length of Road: 9.8 km (9.7 km BT + 0.1 km CC) District- Bilaspur

Sl. No. SOR No. Particulars of Items No L W H/D Qty. Unit Rate Amount

1 11.12 (III) Cutting of branches of trees shrubs and trimming of grass and weeds Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 2 9700 1.00 0 19400.00 Sqm 3.00 58200

2 11.1 Restoration of Rain Cuts Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 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

total 0.00 Cum 273.00 0.00

2 11.2(1) 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 to maintain undulation and

only after CSID industrial area portion 0 0.00 0.00 0.00 270 1.75 0

3 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. Cum 223.00 7873684.00 775613 7098071.00

Shoulder side of BT - avg width (1.75+1.89)/2= 1.82 m Rd 0 to 7100m only on soft shoulder portion 2 9700.00 1.820 0.07 35308.00

to repair Rutting,Edge Drop-off/Settlement Depressions and maintain and prepare old existing shoulder 0

4 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 13.00 302364.40

3.2 Compacting original ground / Existing Embankement (i)Compacting original ground supporting embankement/subgrade Loosing , levelling and compacting original ground supporting embankement / subgrade to facilitate placement of first layer of embankement , scarified to a depth of 150 mm mixed with water at OMC and then compacted by compacted by rolling to achieve minimum dry density as given in table 300.1 and 300.2 for embankement construction as per Technical Specification Clause 301.4.1 21.00 0.00

6 4.80 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 1887.00 0.00

bell mouth & widening at curve 0.00

5 11.5 Maintenance of WBM/WMM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and raveling as per technical specification Clause 1906 Sqm 224 4446131.2

6 4.8 Wet Mix MacadamWet 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 965200.5

7 5.1 Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 ` Sqm 62 1230625.6

8 11.14 (i) (i) 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

bell mouth & widening at curve 4312.00

9 5.6 Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.

Bitumen(S-65) VG-30 RD 0-7100M. Upto CSID industrial area 1 9800.00 5.5 0.05 2695.00

to maintain undulation of existing on average surface 266.75 9.897959184

bell mouth & widening at curve 188.65

10 11.14 (ii) Pre-mix carpet using bituminous (penetration grade modified bitumen) binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade 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.

bell mouth & widening at curve 3773.00

11 11.14(IV) CaseII 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

bell mouth & widening at curve 3773.00

12 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.)

Sub engineer Assistant engineer Excutive Engineer

PIU PMGSY, Bilaspur PIU PMGSY, Bilaspur PIU PMGSY, Bilaspur

Drawings of Protective works

Typical Cross Section of Retaning Wall Typical Cross Section of Toe Wall

Typical Cross Section of C.C. Drain