NIT 1189 PMGSY Road Renewal Maintenance PKG No CG 04-M-27 District- Dhamtari

GOVERNMENT OF CHHATTISGARH

CHHATTISGARH RURAL ROAD DEVELOPMENT AGENCY PIU DHAMTARI, DISTRICT - DHAMTARI

Name of Road BHUSRENGA BAGAUD TO BANGLI ROAD

District DHAMTARI

Cost of Construction Details

Part I Initial Rehabitation Work's 35.65 Lacs

Part II Annual Routine Maintenance 12.82 Lacs

Part III Renewal Work's 119.84 Lacs

Part IV Emergency Work's 10% of (Part-II+Part-III) 0.00 Lacs

Total Amount 168.31 Lacs

GST 18% 30.30 Lacs

G_Total Amount 198.61 Lacs

Project Implementation Unit ,

Chhattisgarh Rural Road Development Agency, District-Dhamtari (C.G.)

Technical Report and Specification

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

2 Name of Road BHUSRENGA BAGAUD TO BANGLI ROAD Proposed

3 Length of Road (Km) Total Length 6.850Km. Total Length

4 Name of Block Kurud BT 5600.00m.

5 Estimated Cost 168.31 Lacs C.C. 200.00m.

Add GST 18% 30.30 Lacs EXISTING CC 1050.00m.

Total Cost 198.61 Lacs 6850.00m.

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

8 Construction Pkg. No. CG04-42

9 Post 5 Year Pkg. No.

11 History Background This road was constructed under package CG 04 42 which was completed on 05.09.2024 Package of this road is newly proposed for Renewal work. The Length of Road is 6.85 Km. in which BT is 5.6 km and C.C. is 1.250KM

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 SOR w.e.f. 06 June 2025

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. PIU DHAMTARI C.G.R.R.D.A. PIU DHAMTARI C.G.R.R.D.A. PIU DHAMTARI

Details of the package of maintenance work

PIU -2 DHAMTARI

Dist - DHAMTARI Package No. :- 0

S No Cons truction Pkg. No. Post 5 Year MTN Pkg. No. Name of Road Block Length of Road (Km.) Expiry Date of under 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 under 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 CG04-42 0 BHUSRENGA BAGAUD TO BANGLI ROAD Kurud 6.850 02.10.2024 35.65 12.82 119.84 0.00 168.31 NA 01.10.2019 NA NA NA

Details of road, package completing 10 year maintenance contract

Dist - DHAMTARI Package No. :- 0

S No Construc tion Pkg. No. Post 5 Year MTN Pkg. No. Name of Road Block Total Length of Road Completion Date of under 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

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

Initial Rehabilitation work Part I

Name of Road : - BHUSRENGA BAGAUD TO BANGLI ROAD

S.No. Name of Work / Chainage Amount (Rs.) Proposed I.R. Work

1 Road Part 0.92 Retaining wall/Drain

2 Protection wall/Drain/ CD Work 32.05 C C Road

3 Road Furniture 2.68 Speed Breaker and Road furniture

4 Road Crust improvement 0.00 Other work

Say in Lacs 35.65

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

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

Project Implimentation Unit- Dhamtari Package No. :- 0

Name of Road :- BHUSRENGA BAGAUD TO BANGLI ROAD

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

Rate's (A) Before Renewal (B) After Renewal (C.) Rates Applicable for routine maintenance of cement concrete road entire contract period

up to 7.50 Meter wide Road 3.0m/3.75m Carriageway 9.00 Meter wide Road (5.50m carriageway) up to 7.50 Meter wide Road 3.0m/3.75m Carriageway 9.00 Meter wide Road (5.50m carriageway) Carriageway/Roadway up to 7.50 meter wide road/(3.0/3.75 m carriageway) 9.00 meter wide road/(5.50 m carriageway) Remark

Traffic IntensityT1 to T4 (Rs per KM) Traffic IntensityT5 to Above (Rs per KM) Traffic Intensity T5 and above (Rs per KM) Traffic IntensityT1 to T4 (Rs per KM) Traffic IntensityT5 to Above (Rs per KM) Traffic Intensity T5 and above (Rs per KM)

1st Year Per Km. 68000 76000 100000 22000 24000 32000 Rates (Rs.) Per Km/Year (Entire contract period) 20500 21000

. Year of Guarantee Period Rate Analysis Total Amount (A+B+C) Per Year Per Km. Total Length of Road (In Km.) Remark

Renewal Part (A) Balance Part (B) Cement Conrete Pavement Part (C)

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

Annual Repair work Part II

Name of Road : - BHUSRENGA BAGAUD TO BANGLI ROAD

S.No. Name of Work / Chainage Amount (Rs.) Proposed I.R. Work

1 Before Renewal 0.00 Maintenance

2 After Renewal 12.82 Maintenance

Say in Lacs 12.82

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

Detail of Maintenance Work's Package

Project Implimentation Unit -Dhamtari Package No. :- 0

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

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. PIU DHAMTARI C.G.R.R.D.A. PIU DHAMTARI C.G.R.R.D.A. PIU DHAMTARI

CONSTRUCTION OF RURAL ROADS UNDER MATATENANCE

ESTIMATE FOR INITIAL REHABILITATION

Road Name- BHUSRENGA BAGAUD TO BANGLI ROAD Package No.- CG 04

Block - Kurud Length of Road in Kms : - km 6.85

District- DHAMTARI (5.6 + 1.25= 6.850)

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

1 Protection work / Drain

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. Ordinary soil i. Upto 3 m depth

For Field Crossing 1.00 10.00 1.00 1.00 10.000

RD 4900M 25 M SLAB CULVERT BOTH SIDE CLEARING 2.00 50.00 25.00 0.30 750.000

2 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. (A) 600 mm dia 1.00 10.00 10.000 M 2928.00 29280.00

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.

3 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

3 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

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 I. P.C.C grade M 15 (Nominal mix (1:2.5:5)

RD3000 TO 3150M RETAINING Wall 2 0.00 0.800 1.500 0.00

PROTECTION WORK RD 4100 M 1 55.00 0.700 1.500 57.75

5 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.

CONSTRUCTION OF RURAL ROADS UNDER MATATENANCE

Estimate for construction of Road Furniture

Road Name- BHUSRENGA BAGAUD TO BANGLI ROAD Package No.-

Block - Kurud Length of Road in Kms : - (5.8 + 1.05= 6.850) km

District- DHAMTARI

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

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 2.00 5800.00 1.500 17400.000 Sqm 3.00 52200.00

2 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 2 25.00 1.000 900.000 sqm 26.00 23400.00

3 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 3 3.000 One No. Hume Pipe 1448.00 4344.00

4 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 4 4.000 Per Culvert 3053.00 12212.00

2 Road Furniture

5 9.21(a) Direction and place identification signs up to 0.9 Sqm. sisn board Providing and erecting direction and place identification of Retro reflective sheeting classs A/ class B sign boards type IV 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 MORI) specifications ofrequired shade and colour. Supported and welded on two nos.47 mm x 47 mm of 12 SWG square tube of 3050 mm height duty 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 mmr 600 mm below ground level as] per approved drawing and Technical Specification Clause 1701 1 1.00 Each 17699.00 17699.00

6 9.15 (B) (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 (Maintenance Board) 1 1.00 Each 14010.00 14010.00

7 9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. 4 4.00 Each 6626.00 26504.00

8 9.2 A Cautionary, mandatory, informatory direction and place identification sign boards. (A) Semi-Reflective Traffic signs upto 0.90 sqm Direction and place identification 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 8.00 0.35 2.800

9 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 1.00 1.08 2.089

10 9.8 (ii) Kilometer Stone Reinforced cement concrete M15 grade kilometer 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) 7.00 7.000 Each 2292.00 16044.00

11 9.8 (III) Kilometer Stone Reinforced cement concrete M15 grade kilometer 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 (III) 200 m stone (precast) 27.00 27.000 Each 660.00 17820.00

12 9.17 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. 80.00 80.000 Each 525.00 42000.00

13 9.19 Speed Braker Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as directed by engineer in charge as per relevant clauses of MORD specifications. B For 6.0M Formation Width 4.00 4.000 Each 26750.00 107000.00

14 9.19 (A) Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as directed by engineer in charge as per relevant clauses of MORD specifications. For 7.50 M Formation Width 0.00 0.000 Each 26750.00 0.00

TOTAL 360055.00

CONSTRUCTION OF RURAL ROADS UNDER MATATENANCE

PART - III :- ESTIMATE OF RENEWAL OF BITUMINOUS SURFACE

Road Name- BHUSRENGA BAGAUD TO BANGLI ROAD Package No.- CG 04 M - 25

Block - Kurud Length of Road in Kms : - (5.800+ 1.050= 6.85 ) km

District- DHAMTARI

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 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.

2 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

3 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.

FOR CAMBER CARRECTION ,curve,bell mouth and junction portion 10.0% 46.125

Extra Widening 2.0% 9.225

4 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

For Faning at Junction & Curve 5% 2.00 20.000 3.000 120.000

ITEM NUM 11.5 MAINTENCE OF WMM WHOLE QUANTITY 1278.000

5 5.6 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.

For Faning at Junction & Curve 5.0% 6.71

6 5.2 (iii) 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.

For Faning at Junction & Curve 5.0% 1550.50

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) 1 5600.000 5.500 30800.000

Ch - 400 to 3100 m for settlement and profile at edges 1 18.00 1.20 21.60

For Faning at Junction & curves 5.0% 1550.50

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 Type A, Type B and Type C as per Technical Specification Clause 510. Mechanical Means Case - II : Type B (ii) VG 30 1.00 5600.000 5.500 30800.000

For Faning at Junction and Curves 5.0% 1550.50

9 3.12 (a) (a) 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. including Raincut filling & Hard Shoulder 2.00 1600.00 1.875 0.175 1050.000

10 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 2.00 3000.00 1.875 11250.00 Sqm 49.00 551250.00

11 11.2 (ii) Maintenance of shoulder (stripping of excess material) Stripping excess material from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 2.00 1000.00 1.875 3750.00 Sqm 27.00 101250.00

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.)

30% road marking 466.000

Total Cost = 11984207.00

AMOUNT IN LAKHS Rs.= 119.84 198.61

ESTIMATE OF I.R. Work

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

Name of Road :- BHUSRENGA BAGAUD TO BANGLI ROAD 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 :- BHUSRENGA BAGAUD TO BANGLI ROAD 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

COMPERATIVE STATEMENT

Road Name- BHAISMUNDI TO BAKLI Package No.- CG 04 M - 25

Block - Kurud Length of Road in Kms : - (3.09 + 0.71= 3.80 ) km

District- DHAMTARI

SN SOR No. Particulars of Items Unit Rate BHAISMUNDI TO BAKLI ( As per BOQ ) BHAISMUNDI TO BAKLI ( As per Revised ) Saving (+) / Excess(-) Remarks

Qty Amount Qty Amount Qty Amount

1 11.12 Cutting of branches of trees shrubs and trimming of grass and weeds (III) Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 Sqm 2.00 11587.50 23175.00 17400.00 34800.00 -5812.500 -11625.00

2 9.21(a) Direction and place identification signs up to 0.9 Sqm. sisn board Providing and erecting direction and place identification of Retro reflective sheeting classs A/ class B sign boards type IV 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 MORI) specifications ofrequired shade and colour. Supported and welded on two nos.47 mm x 47 mm of 12 SWG square tube of 3050 mm height duty 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 mmr 600 mm below ground level as] per approved drawing and Technical Specification Clause 1701 Each 17699.00 1.00 17699.00 1.00 17699.00 0.000 0.00

3 9.15 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 14015.00 1.00 14015.00 1.00 14015.00 0.000 0.00

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. Ordinary soil i. Upto 3 m depth cum 253.00 120.00 30360.00 1446.00 365838.00 -1326.000 -335478.00

5 7.10 (I) 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 M 10 cum 3648.00 0.00 0.00 0.00 0.000 0.00

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 P.C.C grade M 10 cum 3731.00 0.00 0.00 0.00 0.000 0.00

7 10.11 iii 10.11 Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 III. Cement concrete grade M 10 in case of concrete block pitching P.C.C grade M 10 (Nominal mix 1:3:6) cum 3648.00 0.00 0.00 0.00 0.000 0.00

8 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 3848.00 0.00 0.00 0.00 0.000 0.00

9 7.6 (A) Providing & Laying Cement Concrete Pipe NP3 on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets as per clause 1106 . (A) 600 mm Dia. RM 2928.00 30.00 87840.00 10.00 29280.00 20.000 58560.00

10 9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. Each 6626.00 1.00 6626.00 4.00 26504.00 -3.000 -19878.00

11 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 (i) 5 Kilometer Stone (Precast) Each 3700.00 0.00 0.00 0.000 0.00

12 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) Each 2194.00 5.00 10970.00 7.00 15358.00 -2.000 -4388.00

13 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 (iii) 200 m Stone (Precast) Each 463.00 15.00 6945.00 27.00 12501.00 -12.000 -5556.00

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 cum 732.00 0.00 0.00 0.000 0.00

15 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 3811.00 67.32 256557.00 51.00 194361.00 16.320 62196.00

16 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 Sqm 17.00 144.00 2448.00 900.00 15300.00 -756.000 -12852.00

17 11.9 Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 Km 1022.00 0.00 0.00 0.000 0.00

18 11.11 (II) Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 (II) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade Km 532.00 0.00 0.00 0.000 0.00

19 6.7 Cement Concrete cell fill Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 cum 5836.00 0.00 0.00 0.000 0.00

20 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 Sqm 4667.00 1.08 5040.00 2.09 9749.00 -1.009 -4709.00

21 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 4729.00 3.85 18207.00 2.80 13241.00 1.050 4965.00

22 9.21B Retro -Reflective Traffic sings 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 6244.00 0.00 0.00 0.000 0.00

23 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 472.00 25.00 11800.00 80.00 37760.00 -55.000 -25960.00

24 6.7 Cement Concrete cell fill Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 cum 5836.00 0.00 0.00 0.00 0.000 0.00

25 3.4 Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 (Beyond 250m)with all leads as per Technical Specification Clause 301.5(Having CBR more than 5) cum 176.00 0.00 0.00 0.000 0.00

26 3.12 (a) (a) 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. including Raincut filling & Hard Shoulder cum 180.00 0.00 1050.00 189000.00 -1050.000 -189000.00

27 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 cum 37.00 6975.00 258075.00 11250.00 416250.00 -4275.000 -158175.00

28 3.12 (b) (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. including Raincut filling & Hard Shoulder cum 200.00 0.00 0.00 0.000 0.00

29 11.7 (i) Maintenance of Culvert 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. 925.00 2.00 1850.00 3.00 2775.00 -1.000 -925.00

30 4.8 Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. Cum 1478.00 0.00 516.600 763535.00 -516.600 -763535.00

31 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 43.00 6952.50 298958.00 0.00 0.00 6952.500 298958.00

32 5.2 (iii) 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 13.00 12166.88 158169.00 32560.50 423287.00 -20393.625 -265117.00

33 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 Cum 7593.00 0.00 0.00 0.000 0.00

34 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 122.00 13494.49 1646328.00 33106.160 4038952.00 -19611.667 -2392623.00

35 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 Type A, Type B and Type C as per Technical Specification Clause 510. Mechanical Means Case - II : Type B (ii) VG 30 Sqm 43.00 12250.57 526774.00 32560.50 1400102.00 -20309.933 -873327.00

36 9.19 Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as Each 17153.00 2.00 34306.00 4.00 68612.00 -2.000 -34306.00

37 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. cum 15.00 4500.00 67500.00 3600.00 54000.00 900.000 13500.00

38 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.) cum 604.00 370.80 223963.00 466.00 281464.00 -95.200 -57501.00

39 11.2 (ii) Maintenance of shoulder (stripping of excess material) Stripping excess material from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 Sqm 20.00 4500.00 90000.00 3750.00 75000.00 750.000 15000.00

40 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 Each 1979.00 4.00 7916.00 4.00 7916.00 0.000 0.00

41 9.19 Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as Each 22547.00 0.00 0.00 0.00 0.000 0.00

42 9.3 Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 Sqm 116.00 0.00 0.00 0.00 0.000 0.00

43 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 cum 9091.00 56.25 511369.00 84.38 767053.00 -28.125 -255684.00

44 2.6 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, 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. cum 414.00 0.00 0.00 0.00 0.000 0.00

45 2.1 Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. RM 380.00 0.00 0.00 0.00 0.000 0.00

46 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 253.00 0.00 0.00 0.00 0.000 0.00

47 7.8 (I) Filling in Foundation Trenches as per drawing and technical specification Clause 1108 & 305.3.9 I. Sand filling cum 911.00 0.00 0.00 0.00 0.000 0.00

48 7.1 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 cum 3648.00 0.00 0.00 0.00 0.000 0.00

49 7.1 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 cum 3731.00 0.00 0.00 0.00 0.000 0.00

50 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 3848.00 53.63 206349.00 76.95 296104.00 -23.325 -89755.00

47 7.18(II) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 cum 4316.00 0.00 0.00 0.00 0.000 0.00

48 7.27 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 cum 5223.00 0.00 0.00 0.00 0.000 0.00

49 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 cum 9091.00 0.00 0.00 0.00 0.000 0.00

50 7.13 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MT 53495.00 0.00 0.00 0.00 0.000 0.00

51 7.23 (ii) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (II) Sandy Material cum 1145.00 0.00 0.00 0.00 0.000 0.00

52 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. 239.00 0.00 0.00 0.00 0.000 0.00

53 7.41(ii) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications RM 308.00 0.00 0.00 0.00 0.000 0.00

54 3.4 (II) Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 (Beyond 250m) with all leads as per Technical Specification Clause 301.5(Having CBR more than 5) cum 176.00 0.00 0.00 0.00 0.000 0.00

TOTAL RENEWAL WORK (Part C) 4031557.00 8784050.00 -4752490.00

Deduct 5.51% Below Tender Rate 249230.00 527332.00 -278102.00

Total As Per Agreement 4274009.00 9043124.00 -4769113.00

Bitumen Renewal work Part III

Name of Road : - BHUSRENGA BAGAUD TO BANGLI ROAD

S.No. Name of Work / Chainage Amount (Rs.) Proposed I.R. Work

1 Part A 119.84 BT Renewal

Say in Lacs 119.84

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

Special Repair & Emergency work Part III

Name of Road : - BHUSRENGA BAGAUD TO BANGLI ROAD

S.No. Name of Work / Chainage Amount (Rs.) Proposed I.R. Work

1 Special Repair 0.00

2 Emergency Work 13.27 10 % of Annual repair and Bitumen work

Say in Lacs 13.27

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

CHHATTISGARH RURAL ROAD DEVELOPMENT AGENCY, PIU DHAMTARI

BILL OF QUANTITY

Name of Road :- BHUSRENGA BAGAUD TO BANGLI ROAD

Name of Block :- Kurud

Total Length :- 6.85 Km

Package No. :- CG04-M27

SN SOR No. Particulars of Items Unit Rate Bhusrenga Bagaud to Bangoli Road

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 3.00 17400.00 52200.00

2 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 sqm 26.00 900.00 23400.00

3 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 1448.00 3.00 4344.00

4 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 Per Culvert 3053.00 4.00 12212.00

5 9.21(a) Direction and place identification signs up to 0.9 Sqm. sisn board Providing and erecting direction and place identification of Retro reflective sheeting classs A/ class B sign boards type IV 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 MORI) specifications ofrequired shade and colour. Supported and welded on two nos.47 mm x 47 mm of 12 SWG square tube of 3050 mm height duty 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 mmr 600 mm below ground level as] per approved drawing and Technical Specification Clause 1701 Each 17699.00 1.00 17699.00

6 9.15 (B) (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 (Maintenance Board) Each 14010.00 1.00 14010.00

7 9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. Each 6626.00 4.00 26504.00

8 9.2 A Cautionary, mandatory, informatory direction and place identification sign boards. (A) Semi-Reflective Traffic signs upto 0.90 sqm Direction and place identification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 sqm 5285.00 2.80 14798.00

9 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 Sqm 5756.00 2.09 12024.00

10 9.8 (ii) Kilometer Stone Reinforced cement concrete M15 grade kilometer 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) Each 2292.00 7.00 16044.00

11 9.8 (III) Kilometer Stone Reinforced cement concrete M15 grade kilometer 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 (III) 200 m stone (precast) Each 660.00 27.00 17820.00

12 9.17 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 525.00 80.00 42000.00

13 9.19 Speed Braker Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as directed by engineer in charge as per relevant clauses of MORD specifications. B For 6.0M Formation Width Each 26750.00 4.00 107000.00

14 9.19 (A) Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as directed by engineer in charge as per relevant clauses of MORD specifications. For 7.50 M Formation Width Each 26750.00 0.00 0.00

15 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 cum 394.00 1446.00 569724.00

For Field Crossing

RD 4900M 25 M SLAB CULVERT BOTH SIDE CLEARING

16 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. (A) 600 mm dia M 2928.00 10.00 29280.00

17 3.1 Scarifying Existing Granular bituminous Surface to a Depth of 100 mm Sqm 13 1100 14300.00

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.

18 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 cum 11782 84.38 994165.00

19 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 cum 5889 165 971685.00

20 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 4839 76.95 372361.00

RD3000 TO 3150M RETAINING Wall

CC SHOULDER RD 5800 5900M

PROTECTION WORK RD 4100 M

21 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 51 253470.00

22 3.1 Scarifying Existing Granular bituminous Surface to a Depth of 100 mm Sqm 13.00 3600.00 46800.00

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.

23 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 224.00 1278.00 286272.00

24 4.8 Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. cum 1887.00 516.60 974824.00

FOR CAMBER CARRECTION ,curve,bell mouth and junction portion

25 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 62.00 3873.00 240126.00

For Faning at Junction & Curve 5%

ITEM NUM 11.5 MAINTENCE OF WMM WHOLE QUANTITY

26 5.6 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. Sqm 8207.00 140.963 1156883.00

For Faning at Junction & Curve

27 5.2 (iii) 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 21 32560.5 683771.00

For Faning at Junction & Curve

28 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 166.00 33106.16 5495623.00

Ch - 400 to 3100 m for settlement and profile at edges

For Faning at Junction & curves

29 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 Type A, Type B and Type C as per Technical Specification Clause 510. Mechanical Means Case - II : Type B (ii) VG 30 Sqm 60 32560.50 1953630.00

For Faning at Junction and Curves

30 3.12 (a) (a) 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. including Raincut filling & Hard Shoulder cum 192.00 1050.00 201600.00

5800T 6000M CC ROAD

31 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 49.00 11250.00 551250.00

32 11.2 (ii) Maintenance of shoulder (stripping of excess material) Stripping excess material from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 Sqm 27.00 3750.00 101250.00

33 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 627.00 466.00 292182.00

47 7.18(II) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 cum 4316.00 0.00 0.00

48 7.27 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 cum 5223.00 0.00 0.00

49 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 cum 9091.00 0.00 0.00

50 7.13 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MT 53495.00 0.00 0.00

51 7.23 (ii) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (II) Sandy Material cum 1145.00 0.00 0.00

52 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. 239.00 0.00 0.00

53 7.41(ii) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications RM 308.00 0.00 0.00

54 3.4 (II) Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 (Beyond 250m) with all leads as per Technical Specification Clause 301.5(Having CBR more than 5) cum 176.00 0.00 0.00

RENEWAL WORK 11984207.00

Total ( IR + Renewal ) 15549188.00

Cost in Lac 155.49

Maintenance of Road Rate

Total of Maintenance Cost 1281725

Total Maintenance Cost In Lakh 12.82

Total ( Construction + Maintenance) 168.31

GRAND TOTAL 198.61

Detail of Maintenance Work's Roadwise Package

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

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

1 Raipur Dhamtari Dhamtari Kurud Kurud CG04M-27 Bhusrenga Bagoud to Bangoli Road 6.85 35.65 12.82 119.84 168.31 30.30 198.61

Detail of Maintenance Work's Packagewise Abstract

S. No. Circle Dist. 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 Rehabitation Work's A Annual Routine Maintenance B Renewal Work's C Total A+B+C

1 Raipur Dhamtari Dhamtari Kurud Kurud CG04M-27 1 6.85 35.65 12.82 119.84 168.31 30.30 198.61

CHHATTISGARH RURAL ROAD DEVELOPMENT AGENCY, PIU Rajnandgaon

BILL OF QUANTITY

Name of District :- Kabirdham DHAMTARI

Name of Block :- Kurud

Total Length :- 6.85 Km

Package No. :- 0

S.No. SOR Item ID BOQ Description UOM Rate BHUSRENGA BAGAUD TO BANGLI ROAD Total Quantity Total Amount

Quantity Amount

1 11.12 (iii) Cutting of branches of trees shrubs and trimming of grass and weedsTrimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 Sqm 2.00 17400.00 34800.00 17400.00 34800.00

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 37.00 11250.00 416250.00 11250.00 416250.00

3 11.2 (ii) Maintenance of shoulder (stripping of excess material) Stripping excess material from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 Sqm 20.00 3750.00 75000.00 3750.00 75000.00

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 43.00 3873.00 166539.00 3873.00 166539.00

8 5.2 (iii) 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 13.00 32560.50 423286.50 32560.50 423286.50

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 (VG-30) Sqm 7593.00 0.00 0.00 0.00 0.00

10 5.7 Type B (ii) Mix Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509, Viscocity grade (VG) Bitumen specification as per IS 73:2006 Type B (ii) VG 30 Sqm 140.00 0.00 0.00 0.00 0.00

11 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 122.00 33106.16 4038951.52 33106.16 4038951.52

12 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 Type A, Type B and Type C as per Technical Specification Clause 510. Mechanical Means Case - II : Type B (ii) VG 30 Sqm 43.00 32560.50 1400101.50 32560.50 1400101.50

22 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 925.00 3.00 2775.00 3.00 2775.00

23 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 Per Culvert 1979.00 4.00 7916.00 4.00 7916.00

24 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 Sqm 17.00 900.00 15300.00 900.00 15300.00

29 9.14 (B) Providing and Fixing Informtory and Logo Board of PMGSY Project 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 13749.00 1.00 13749.00 1.00 13749.00

30 9.15 (B) (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 14015.00 1.00 14015.00 1.00 14015.00

31 9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. Each 6626.00 4.00 26504.00 4.00 26504.00

32 9.2 A Cautionary, mandatory, informatory direction and place identification sign boards. (A) Semi-Reflective Traffic signs upto 0.90 sqm Direction and place identification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 sqm 4729.00 2.80 13241.20 2.80 13241.20

33 11.9 Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 KM 1022.00 0.00 0.00 0.00 0.00

34 11.11 (II) Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 (II) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade KM 532.00 0.00 0.00 0.00 0.00

35 9.8 (ii) Kilometer Stone Reinforced cement concrete M15 grade kilometer 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) Each 2194.00 7.00 15358.00 7.00 15358.00

36 9.8 (III) Kilometer Stone Reinforced cement concrete M15 grade kilometer 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. (III) 200 m stone (precast) Each 463.00 27.00 12501.00 27.00 12501.00

37 9.17 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 472.00 80.00 37760.00 80.00 37760.00

38 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 604.00 #REF! #REF! #REF! #REF!

39 9.19 (A) Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as directed by engineer in charge as per relevant clauses of MORD specifications. For 7.50 M Formation Width Each 22547.00 0.00 0.00 0.00 0.00

40 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 SQM 4667.00 2.09 9749.36 2.09 9749.36

41 9.19 Speed Braker Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as directed by engineer in charge as per relevant clauses of MORD specifications. B For 6.00 M Formation Width Each 17153.00 4.00 68612.00 4.00 68612.00

Total:- #REF! #REF!

Cost in Lac #REF! #REF! 139.76

Maintenance of Road Rate

Total of Maintenance Cost 1281725.00 1281725.00

Total Maintenance Cost In Lakh 12.82 12.82

Total ( Construction + Maintenance) #REF! #REF!

18 % GST #REF! #REF!

GRAND TOTAL #REF! #REF!

GRAND TOTAL (in Lac) #REF! #REF! 15.65 #REF!

Strip Plan (As Per Work Status)

Name of Road :- BHUSRENGA BAGAUD TO BANGLI ROAD 3.75 / 7.50 Package No. :- 0

Total Length :- 5.800Km. BT - 5600.00 M.

River Gap 0.00 M.

Total - 5800.00 M.