NIT 1189 PMGSY Road Renewal Maintenance PKG No CG 07-M-103 District- Jashpur

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 AMBIKAPUR-1 JASHPUR JASHPUR PIU-1 DULDULA KUNKURI CG-07-M-103 Duldula se Kunkuri Lawakera MDR Via Chatakpur Lotapani 18.60 251.46 50.22 344.39 646.07 116.29 762.36

Excutive Engineer

PIU No. 01 CGRRDA, Jashpur

District-Jashpur (C.G.)

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 AMBIKAPUR-1 JASHPUR JASHPUR PIU-1 DULDULA KUNKURI CG-07-M-103 1 18.60 251.46 50.22 344.39 646.07 116.29 762.36

Excutive Engineer

PIU No. 01 CGRRDA, Jashpur

District-Jashpur (C.G.)

BOQ FOR RENEWAL AND MAINTENANCE OF RURAL ROAD UNDER PMGSY

Name of Work :- Renewal And Maintenance Work

Name of Road :- Duldula se Kunkuri Lawakera MDR Via Chatakpur Lotapani

Length of Road :- 18.600 Km Block :- Duldula

BT:- 18.600 Km CC :- 0.000 Km Dist. :- Jashpur

Sr. no SSR I.No. Description of Item Unit Rate Qty Amount 0

1 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 1

(B) Cement Concrete Cum 762 24.00 18288

(c) Reinforced Cement Concrete Cum 1263 3.31 4177

2 2.80 Dismentaling of Structere like Culverts, bridges , retaining walls and other structure compraising of stone masnory disposal unserviceable material & stacking the serviceable material with all lift & lead of 1000m as per Technical specifications Clause 202. By Manual Means 2

(A) Rubble Stone Masonry in Lime/Cement/mud mortar Cum 412 96.00 39552

3 7.10 Earthwork in excavation for structuresas per drawing and technical specifications Clause 305.1 including seting out, construction of shoring and bracing, removal of stumps and othar deletercus material and dis posal upto a lead of 50m dressing of sides Cum 394.00 3296.575 1298851 3

4 7.10(i) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (I) P.C.C grade M 10 (Nominal mix 1:3:6) Cum 4614.00 306.683 1415037 4 a

5 7.10 ii Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (I) P.C.C grade M 15(Nominal mix 1:2.5:5) Cum 4576.00 3973.583 18183117 5

6 7.6(i) 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. (D) 300 mm dia M 1129.00 0.000 0

7 7.6(II) 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 0.000 0

8 7.4 Laying Reinforced Cement Concrete Pipe NP3 as per drawing and technical specification Clause 1402.6 Providing and laying reinforced cement concrete pipe NP3 for culverts on first Class bedding in single row including fixing with cement mortar 1:2 but excluding excavation, bedding protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (A) 1200 mm dia M 6326.00 0.000 0

6 9.14 (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 18610.00 2.000 37220

7 9.15 (A) Providing and fixing 'Citizen Information Board' of PMGSY Project. (B) Providing and fixing of typical " PMGSY Citizen Information Board" made of brick/stone masonary of RCC as per drawings and specifications painted by standard colour as per drawing with lettering, border, heading, logo, arrows etc. using synthetic enamel paint of superior quality and all details as per standard drawings of PMGSY including excavation, concreting painting base, border and lettering, painting cross-section of road and other required details etc. complete as directed by Engineer-in-charge. (ii) PCC/RCC Each 14010.00 2.000 28020

8 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 11.000 72886

9 9.2(A) Cautionary, mandatory, informatory direction and place identification sign boards. Semi-Reflective Traffic signs upto 0.90 sqm Direction and place indentification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 sqm 5285.00 64.800 342468

10 9.2(B) Cautionary, mandatory, informatory direction and place identification sign boards. Semi-Reflective Traffic signs upto 0.90 sqm Direction and place indentification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 sqm 5756.00 54.000 310824

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) 5th Kilometre stone (Precasst) Each 3947.00 5.000 19735

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 2292.00 15.000 34380

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 660.00 74.000 48840

14 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 525.00 450.000 236250

15 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 33.000 100749

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 26.00 2262.960 58837

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 One No. Hume Pipe 1448.00 30.000 43440

18 11.60 Maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907 RM 4.00 1500.000 6000

19 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 Cum 394.00 135.310 53312

23 7.1(ii) (II) Ordinary rock (not requiring blasting) i. Upto 3 m depth Cum 300.00 0.000 0

20 7.1 I Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, (I).P.C.C. grade M 10, (i) Nominal mix (1:3:6) Cum 4614.00 17.070 78761

21 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 4839.00 146.870 710704

22 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 6498.00 28.240 183504

27 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 0.000 0

23 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MT 73726.00 1.637 120653

24 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 NO 317.00 1586.000 502762

25 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 1032.00 1160.555 1197693

31 7.23/ I Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8, (II) Granular material Cum 1145.00 0.000 0

32 7.24 Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 Cum 1291.00 0.000 0

33 7.41/ III 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 141.00 0.000 0

34 7.41/ IV Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight. RM 35.00 0.000 0

Total Construction Cost (Rs.) 25146060 1130623

Sub Engineer Assistant Engineer Excutive Engineer

PIU No. 01 CGRRDA PIU No. 01 CGRRDA PIU No. 01 CGRRDA

Jashpur Jashpur Jashpur

BOQ FOR RENEWAL AND MAINTENANCE OF RURAL ROAD UNDER PMGSY

Name of Work :- Renewal And Maintenance Work

Name of Road :- Duldula se Kunkuri Lawakera MDR Via Chatakpur Lotapani

Length of Road :- 18.600 Km Block :- Duldula

BT:- 18.600 Km CC :- 0.000 Km Dist. :- Jashpur

Sr. no SSR I.No. Description of Item Unit Rate Qty Amount

1 11.12 (iii) Cutting of branches of trees shrubs and trimming of grass and weeds. Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 sqm 3.00 66187.500 198563

2 11.10 Restoration of Rain Cuts. Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer t Cum 273.00 2140.375 584322

3 3.10 Preparation of Foundation for Embankment Scarifying existing granular/bituminous surface upto a depth of 100 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4 Sqm 13.00 0.000 0

3 3.12 (a) Construction of Subgrade and Earthen Shoulders 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) For Earthen Shoulder Beside W.M.M Layer, Cum 192.00 8687.900 1668077

5 4.1 (a) Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1 By Mix in Place Method Construction of granular sub-base by providing well graded material spreding in uniform layers with motor grader on prepared surface , Mixing by mix in place method with rotavator at OMC , and compacting with smooth wheel roller to achive the desired density , complete as per technical specification clause 401 . CBR >20 . Cum 804.00 0.000 0

6 3.12 (b) Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 10) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.(To be used for side shoulder WBM) using motor grader and vibratory roller cum 223.00 0.000 0

7 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. sqm 224.00 1731.500 387856

4 11.3 (iii) Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2 sqm 362.00 1731.500 626803

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 sqm 62.00 6956.500 431303

6 11.14 (i) Periodical Renewal to existing bituminous surface. Open graded Premix carpet 20 mm thick. (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 21.00 103302.250 2169347

7 5.60 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-30fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying, primer, sealant, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. Cum 8207.00 263.500 2162545

8 11.14 (II) (ii) Periodical Renewal to existing bituminous surface. Open graded Premix carpet 20 mm thick. 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. (ii) Bitumen (CG-30) sqm 166.00 105033.750 17435603

9 5.5 Case-III Type C (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 Case - II : Type B(ii)Bitumen (VG-30) sqm 58.00 105033.750 6091958

14 6.1(ii) Construction of un-reinforced, jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying, primer, sealant, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. Cum 5889.00 0.000 0

10 9.18 Road marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes.) On Central Verge & On Curve Sections SQR 627.00 4278.000 2682306

Total Construction Cost (Rs.) 34438683 59584743 59584743 0 0

1 1 Rutine maintenance for Ist Year after renewal of BT Km 32000 18.600 595200

Ist Year after renewal of CC Km 21000 0.000 0

2 2 Rutine maintenance for 2st Year after renewal of BT Km 34000 18.600 632400

2nd Year after renewal of CC Km 21000 0.000 0

3 3 Rutine maintenance for 3rd Year after renewal of BT Km 42000 18.600 781200

3nd Year after renewal of CC Km 21000 0.000 0

4 4 Rutine maintenance for 4th Year after renewal of BT Km 62000 18.600 1153200

4 th Year after renewal of CC Km 21000 0.000 0

5 5 Rutine maintenance for 5th Year after renewal of BT Km 100000 18.600 1860000

5 th Year after renewal of CC Km 21000 0.000 0

Total Maintenance Cost (Rs.) 5022000

G-Total Rs. 39460683

Emergency Work's of Add 10 % (Rs.) 0

Total Rs. 39460683

G-Total Rs. 64606743

Total Cost i/c GST (Rs.) 76235957

Say( In Lac.) 762.36 0.00

Sub Engineer Assistant Engineer Excutive Engineer

PIU No. 01 CGRRDA PIU No. 01 CGRRDA PIU No. 01 CGRRDA

Jashpur Jashpur Jashpur

Detail of Maintenance Work's Package

Project Implimentation Unit-01,Jashpur (C.G.) 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

1 0 Duldula se Kunkuri Lawakera MDR Via Chatakpur Lotapani Duldula 18.600 251.46 50.22 344.39 0.00 646.07 116.29 762.36

Sub Engineer Assistant Engineer Executive Engineer

PIU,No.-01, CGRRDA, Jashpur PIU,No.-01, CGRRDA, Jashpur PIU,No.-01, CGRRDA, Jashpur

Details of the package of maintenance work

Project Implimentation Unit-01,Jashpur (C.G.)

Name of Block:- Duldula 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 Post 5 Year Maint. Contract Cost of 5 Year maintenance Work's (Rs. In Lakh) Total (8+9+10 +11) Recom mended time for IR (Part-1) in Months Date of Post 5 Year Work Order Renewal Date of Renewal

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

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

1 0 0 Duldula se Kunkuri Lawakera MDR Via Chatakpur Lotapani Duldula 18.600 0.000 251.46 50.22 344.39 0.00 646.07 NA 01-00-00 NA NA NA

Sub Engineer Assistant Engineer Executive Engineer

PIU,No.-01, CGRRDA, Jashpur PIU,No.-01, CGRRDA, Jashpur PIU,No.-01, CGRRDA, Jashpur

Details of road, package completing 10 year maintenance contract

Project Implimentation Unit-01,Jashpur (C.G.)

Name of Block:- Duldula 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 Post 5 Year Initial Rehabitation (Part-1) (Rs. in Lakh) Annual Routine Maintenance (Part-II) (Rs. in Lakh) Planned renewal (Part-III) (in Km.)

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

1 0 0 Duldula se Kunkuri Lawakera MDR Via Chatakpur Lotapani Duldula 18.600 0.000 227.25 0.00 12.90 11.31 251.46 5.95 6.32 7.81 11.53 18.60 50.22 18.600 0.000 0.000 0.000 0.000

Sub Engineer Assistant Engineer Executive Engineer

PIU,No.-01, CGRRDA, Jashpur PIU,No.-01, CGRRDA, Jashpur PIU,No.-01, CGRRDA, Jashpur

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

Initial Rehabilitation work

Name of Road:- Duldula se Kunkuri Lawakera MDR Via Chatakpur Lotapani

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

1 Road Furniture 1 11.31 11.31 -

2 Cross Drain & Protection Work Maintenance 0 240.15 240.15 -

Say in Lacs Say in Lacs 251.46

Sub Engineer Assistant Engineer Executive Engineer

PIU,No.-01, CGRRDA, Jashpur PIU,No.-01, CGRRDA, Jashpur PIU,No.-01, CGRRDA, Jashpur

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