NIT 1189 PMGSY Road Renewal Maintenance PKG No CG 11-M-37 District- Koria

Technical Report and Specification

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

2 Name of Road ML-03 Sarbhoka To Chhindiya Proposed

3 Length of Road (Km) Total Length Total Length

4 Name of Block Baikunthpur BT

5 Estimated Cost Lacs C.C.

Add GST 18% Lacs River Gap

Total Cost Lacs 236.15

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

8 Construction Pkg. No. CG-11-101

9 Post 5 Year Pkg. No. -

11 History Background This road was constructed under package CG-11-101 which was completed on 22.12.2019 hence post five year Mantinance Period will be completing on 23.12.2024

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 SSR w.e.f. 06 JUNE 2025

Sub Engineer Assistant Engineer Executive Engineer

PIU, CGRRDA, Koria PIU, CGRRDA, Koria PIU, CGRRDA, Koria

Strip Plan (As Per Work Status)

Name of Road :- ML-03 Sarbhoka To Chhindiya 5.5 / 7.50 Package No. :- CG-11-M

Total Length :- BT -

PIU - Koria Total - 6450 15150

Block Baikunthpur

Sub Engineer Assistant Engineer Executive Engineer

PIU, CGRRDA, Koria PIU, CGRRDA, Koria PIU, CGRRDA, Koria

Details of the package of maintenance work

CGRRDA PIU- Baikunthpur

Dist - Koria Package No. :- CG-11-M

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

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

1 CG-11-101 - ML-03 Sarbhoka To Chhindiya Baikunthpur NA - NA NA NA

Sub Engineer Assistant Engineer Executive Engineer

PIU, CGRRDA, Koria PIU, CGRRDA, Koria PIU, CGRRDA, Koria

Details of road, package completing 10 year maintenance contract

PIU - PIU, CGRRDA, Koria

Dist - Koria Package No. :- CG-11-M

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-11-101 - ML-03 Sarbhoka To Chhindiya Baikunthpur - 0

Sub Engineer Assistant Engineer Executive Engineer

PIU, CGRRDA, Koria PIU, CGRRDA, Koria PIU, CGRRDA, Koria

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

Initial Rehabilitation work

Name of Road : - ML-03 Sarbhoka To Chhindiya

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

1 Road Furniture 1

2 Cross Drainage work 0 0

3 Retaining Wall 1

Say in Lacs Say in Lacs

Sub Engineer Assistant Engineer Executive Engineer

PIU, CGRRDA, Koria PIU, CGRRDA, Koria PIU, CGRRDA, Koria

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

Detail of Maintenance Work's Package

CGRRDA PIU - Koria Package No. :- CG-11-M

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 Total A+B+C

1 - ML-03 Sarbhoka To Chhindiya Baikunthpur -

Sub Engineer Assistant Engineer Executive Engineer

PIU, CGRRDA, Koria PIU, CGRRDA, Koria PIU, CGRRDA, Koria

Technically Sanctioned For Rs. ………..………………. Lakhs

PRADHAN MANTRI GRAM SADAK YOJNA ( PMGSY )

COST ESTIMATE FOR RETAINING WALL

Name Of Road ML-03 Sarbhoka To Chhindiya

Block Baikunthpur

Distt. Koria AT RD

S.N. SOR Item No. Discription Of Item No. Length Width Hight Qnty. Unit Rate Amount

1 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. I .Ordinary soil i. Upto 3 m depth

2 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)

Wall Bace 1 0.15

3 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)

4 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

Wall 1 2 Nos. 317

7 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

Drain 1 0.9 0.15

5 7.23/ I Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8, (I) Granullar material 50% Quantity as per Item No. 7.1 CUM 1032

Say Rs. ( Lakh )

Sub Engineer Assistant Engineer Executive Engineer

PIU, CGRRDA, Koria PIU, CGRRDA, Koria PIU, CGRRDA, Koria

Distt- Koria Distt- Koria Distt- Koria

CONSTRUCTION OF RURAL ROADS UNDER MAINTENANCE

Initial Rehabilitation Work (PART I )

Road Name: ML-03 Sarbhoka To Chhindiya

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

1 9.14(B) (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 1 Each 18610

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 1 Each 14010

3 11.12 (iii) Cutting of branches of trees shrubs and trimming of grass and weeds.Trimming of grass and weeds from the shoulder/berms and disposing off the same to suitable locations as per technical specification clause 1914. 2 7400 1.85 . sqm 3

4 7.1 Excation for suructures (Earth woek in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing, removal of stumps and other deleterious matter dressing of sides and bottom and backfilling with approved material .)

(II) Ordinary rock (not requring blasting)

(i) up to 3 m depth

For 600 mm Dia. Pipe 5 10 1.25 1.2 Cum 394

5 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. Pipe 5 10 RM 2928

Say Rs. ( Lakh )

Sub Engineer Assistant Engineer Executive Engineer

PIU, CGRRDA, Koria PIU, CGRRDA, Koria PIU, CGRRDA, Koria

PART - III :- ESTIMATE OF RENEWAL OF BITUMINOUS SURFACE

CGRRDA PIU- korea Name of Road :- ML-03 Sarbhoka To Chhindiya Package No. :- CG-11-M

S.No. SSR Item No. Description No Length Width Depth Quantity Unit Rate Amount

1 11.1 Restoration of Rain Cuts - Restoration of rain cuts with soil, moorum gravel or a mixture of these , clearing the loose soil , benching for 300 mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alingement , level and slopes as per drawings and techinical specification Clause 1902

2 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 7400 1.875 sqm 49

3 3.1 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. 1 0 5.5 Cum 13

4 4.8 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.

SUB TOTAL Rm 1887

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

SUB TOTAL sqm 62

6 11.14 (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.

Extra For Bell mouth , pot hole & Curves 15%

SUB TOTAL Sqm 21

7 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 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 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. By Mechanical Means ii. Bitumen (CG-30)

Extra For Bell mouth & Curves 10%

SUB TOTAL Sqm 166

8 11.14 (IV) 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 By Mechanical Means Case - II : Type B ii. Bitumen (VG-30)

Extra For Bell mouth , pot hole & Curves 10%

SUB TOTAL Sqm 80

9 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.) 2 7070 0.1

Take 25% qty of total qty

SUB TOTAL sqm 627

10 9.16 Providing and Fixing 'PMGSY Sign board' and 'Logo' of PMGSY Project B PMGSY Logo Board Providing and fixing Logo Board of PMGSY size 600×600mm diamond shape with 1 plate of size 900×250 mm made of 16 gauge sheet over frame of angle iron 25×25×3mm as per PMGSY specifications & drawing, painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

B PMGSY Logo Board

Total Each 6626

11 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 (A) 200 m stone (precast)

(II) Ordinary Kilometer Stone (Precast) Each 2292

12 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 (A) 200 m stone (precast)

(III) 200 m stone Each 660

13 9.2(A) Cautionary, mandatory, informatory, direction and place indentification signs Semi-Reflective Traffic signs up to 0.90 sqm size board Providing and erecting cautionary, mandatory, informatory, 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 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

E 900 mm equilateral & triangle (Curve & School) 22 0.6 0.6

Village Board 800x600 mm 2 0.8 0.6

14 9.2(B) Semi-Reflective Traffic signs more than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey 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

Total Each 5756

15 9.9 Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704( LHS) 350 Each 673

16 11.13 White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc as per technical specification clause 1915.

Slab culvert 2 2 6 2

Pipe Culvert 2 5 6.2 1.5

Protection wall 2 80 1.6

17 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 Nos 1448

18 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 3053

SUB ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER

PIU, CGRRDA, Koria PIU, CGRRDA, Koria PIU, CGRRDA, Koria

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

CGRRDA PIU Koria Package No. :- CG-11-M

Name of Road :- ML-03 Sarbhoka To Chhindiya

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 9.00 Meter wide Road 7.50 Meter wide Road 9.00 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

For CC Pavement Maintenanace Rate Up to 7.5m wide road @rs20500/km & 9.00m wide road @rs21000/km C.C. Pavement

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, CGRRDA, Koria PIU, CGRRDA, Koria PIU, CGRRDA, Koria

BAR CHART ( Part - II Annual Routine Maintenance )

Name of Road :- ML-03 Sarbhoka To Chhindiya Package No. :-

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

ESTIMATE OF I.R. Work

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

Name of Road :- ML-03 Sarbhoka To Chhindiya Package No. :-

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 :- ML-03 Sarbhoka To Chhindiya Package No. :-

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

BILL OF QUANTITY

PART - III :- RENEWAL OF BITUMINOUS SURFACE

Name of Road :- ML-03 Sarbhoka To Chhindiya

Length:- Package:- CG-11-M

S.No SOR No Description Quantity Unit Rate Amount

Part A I.R.Work

1 9.14(B) (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 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 Each 14010

3 11.12 (iii) Cutting of branches of trees shrubs and trimming of grass and weeds.Trimming of grass and weeds from the shoulder/berms and disposing off the same to suitable locations as per technical specification clause 1914. sqm 3

4 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. Cum 394

5 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. RM 2928

6 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 4576

7 7.18 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Cum 4839

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

9 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 0 MT 54560

10 7.27 (II) Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC Grade M25 0 Cum 5223

11 7.41 Filler Joint (II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications 0 RM 308

12 12.1 Backfilling behind abutment, wing wall and return wall complete as per drawings and Technical Specification Clause 1204.3.8. 0 Cum 732

13 7.22 Providing weephole in brick masony/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 an Nos. 317

14 7.31 Laying (First Class) bedding with well compacted sand, moorum or approved granular material as per Clause 1105 (ii) 0 Cum 911

15 7.41 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 0 RM 4632

16 2.6(i) Dismentaling of Structere like Culverts, bridges , retaining walls and other structure compraising of masnory, cement concrete, wood work, steel work, including T&P and scaffolding whweever necessary, sorting the dismenteled material, disposal serviceable material with all lift & lead of 1000m as per Technical specifications Clause 202. By Manual Means 0 RM 414

17 7.23/ I Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8, (I) Granullar material CUM 1032

Part A I.R. Work Say in lakhs

Part B Renewal Work

1 11.1 Restoration of Rain Cuts - Restoration of rain cuts with soil, moorum gravel or a mixture of these , clearing the loose soil , benching for 300 mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alingement , level and slopes as per drawings and techinical specification Clause 1902 Cum 273

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 sqm 49

3 3.4 (II) Construction of Embankment with Material Obtained from Pits Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 (Beyond 250m)with all leads as per Technical Specification Clause 301.5(Having CBR more than 5) 0 Cum 176

4 3.1 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 15

5 4.1 (d) Construction of granular sub-base by providing well graded material having CBR 20 or more, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401. For Grading mentioned in table 400.1 Crushed stone materials (CBR 35 or more), This item is to be used only, where local GSB material or GSB material with blending with other material is not available 0 Rm 1150

6 3.12 a Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 7) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.For Item No.3.12(a) & (b) 0 Cum 180

7 4.8 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. Rm 1887

8 3.12 b Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 7) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.For Item No.3.12(a) & (b) 0 Cum 200

9 11.2 (i) Maintenance of Earthen shoulder (filling with fresh selected soil) - Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 0 Sqm 37

10 11.5 Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and raveling as per technical specification Clause 1906. 0 sqm 212

11 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

12 11.14 (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 21

13 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 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 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. By Mechanical Means ii. Bitumen (CG-30) Sqm 166

14 11.14 (IV) 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 By Mechanical Means Case - II : Type B ii. Bitumen (VG-30) Sqm 80

15 6.8 Chepter-6 SOR-2018 Construction of Panel concrete ,plain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement of any other type as per clause 1501.2.2M30(Grade) Coarse and fine aggregates conforming ti IS:383,Maximum size of coarse aggregate not exceeding 25mm mixed a in a concrete mixer of not less than 02 cum capacity and appropriate weigh batcher using approved mix design laid in approved fixed side forwork(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 shovles,rakes,compacted using needle,screed and plate vibratos and finished in continous operation including provision of contraction and expension ,construction joints,applying debonding strips primer,sealant,admixture as approved curing of concrete slabs for 14 days curring compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501.PCC Grade M-30 Each Panel (0.2m x 0.5m to 1.00m x 1.00m) thickness 100mm. 0 sqm 5680

16 3.12 (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.(To be used for side shoulder WBM) 0 sqm 200

17 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 627

18 9.16 Providing and Fixing 'PMGSY Sign board' and 'Logo' of PMGSY Project B PMGSY Logo Board Providing and fixing Logo Board of PMGSY size 600×600mm diamond shape with 1 plate of size 900×250 mm made of 16 gauge sheet over frame of angle iron 25×25×3mm as per PMGSY specifications & drawing, painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 Each 6626

19 9.8 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 (A) 200 m stone (precast) Each 2292

20 9.8 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 (A) 200 m stone (precast) Each 660

21 9.2(A) Cautionary, mandatory, informatory, direction and place indentification signs Semi-Reflective Traffic signs up to 0.90 sqm size board Providing and erecting cautionary, mandatory, informatory, 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 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 5285

22 9.2(B) Semi-Reflective Traffic signs more than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey 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 Each 5756

23 9.9 Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704( LHS) Each 673

24 11.13 White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc as per technical specification clause 1915. sqm 26

25 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 Nos 1448

26 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 3053

Total Of ( A+B+C )

Grand Total Amount

Part -C ( Five Year Maintenance Work )

Maintenance of Road for Ist Year after Construction per km 22000

Maintenance of Road for IInd Year after Construction per km 24000

Maintenance of Road for IIIrd Year after Construction per km 29000

Maintenance of Road for IVth Year after Construction per km 44000

Maintenance of Road for Vth Year after Construction per km 70000

Total Of ( A+B )

Add 18% GST 2.91

Grand Total 21.47

SUB ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER

PIU KORIA PIU KORIA PIU KORIA

BILL OF QUANTITY

Initial Rehabilitation Work (PART I )

S.No/ SOR No Description Quantity Unit Rate Amount

9.14(B) (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 13749

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 Each 14015

9.16 Providing and Fixing 'PMGSY Sign board' and 'Logo' of PMGSY Project B PMGSY Logo Board Providing and fixing Logo Board of PMGSY size 600×600mm diamond shape with 1 plate of size 900×250 mm made of 16 gauge sheet over frame of angle iron 25×25×3mm as per PMGSY specifications & drawing, painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 B PMGSY Logo Board Each 6626

9.8 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 (A) 200 m stone (precast) Kilometre Stone Each 2194

9.8 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 (A) 200 m stone (precast) 200 m stone Each 463

9.2(A) Cautionary, mandatory, informatory, direction and place indentification signs Semi-Reflective Traffic signs up to 0.90 sqm size board Providing and erecting cautionary, mandatory, informatory, 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 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 Village Board 800x600 mm , E 900 mm equilateral & triangle (Curve & School) Sqm 4729

9.2(B) Semi-Reflective Traffic signs more than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey 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 Each 4667

9.9 Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704( LHS) Each 517

11.13 White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc as per technical specification clause 1915. sqm 17

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 Nos 925

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 1979

7.1 Excation for suructures (Earth woek in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing, removal of stumps and other deleterious matter dressing of sides and bottom and backfilling with approved material .) Ordinary rock (not requring blasting) Cum 253

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. Pipe RM 2928

7.18 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Cum 3848

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 3731 259677.59999999998

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 Nos. 239

7.27/ II 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) Cum 5223 37582

7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MT 54560 22370

7.23/ I Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8, (I) Granullar material Cum 732 49260

7.41/ II Filler Joint Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications RM 308 4620

Sub Engineer Executive Engineer

PIU,CGRRDA,SURAJPUR PIU,CGRRDA,SURAJPUR