NIT 1189 PMGSY Road Renewal Maintenance PKG No CG 13-M-50 District- Raigarh

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 Raigarh Raigarh PIU-1 Raigarh Pussore Raigarh CG 13 M-50 1 15.30 35.51 41.31 782.44 859.26 154.67 1013.93

Executive Engineer

C.G.R.R.D.A.,Raigrh (C.G.)

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 Raigarh Raigarh PIU-1 Raigarh Pussore Raigarh CG 13 M-50 Raigarh To Ektal 15.30 35.51 41.31 782.44 859.26 154.67 1013.93

Executive Engineer

C.G.R.R.D.A.,Raigrh (C.G.)

Bill of Quantities

Package No. CG 13 M-50

Name Of Road Raigarh To Ektal

Length in Km 15.30

Block - Pussore

District Raigarh (C.G)

S.No. SSR Item No. Description Unit Rate Raigarh To Ektal Sariya Katangpali to Maharajpur Kotri Basinbahara Mudiyadih to Parsadih Gwalindih to Chhatouna T-08 to Parsadih Banahil to Soniyadih Total Quantity Grant Total Remark

Length in Km 15.30 Length in Km 1.85 Length in Km 6.67 Length in Km 9.00 Length in Km 7.00 Length in Km 6.89

Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount

Part-I Initial Rehabitation Work Cast (A)

1 9.15 (A) Providing and fixing “Citizen Information Board/Maintenance Information board” of PMGSY Project (A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back Each 14010 1.00 14010 1.00 14010 1.00 14010 1.00 14010 1.00 14010 1.00 14010 6.00 84060.00

2 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 1.00 18610 1.00 18610 1.00 18610 1.00 18610 2.00 37220 1.00 18610 7.00 130270.00

3 11.12(iii) Cutting of branches of trees shrubs and trimming of grass and weeds.Trimming of grass and weeds from the shoulder/berms and disposing off the same to suitable locations as per technical specification clause 1914. SQM 3 61200.00 183600 6937.50 20813 23250.00 69750 28312.50 84938 18228.00 54684 18270.00 54810 156198.00 468594.00

4 11.1 Restoration of Rain Cuts Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications Clause 1902 CUM 273 2801.22 764733 0.00 0 0.00 0 552.85 150929 0.00 0 0.00 0 3354.07 915661.93

5 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 394 200.00 78800 0.00 0 45.00 17730 45.00 17730 135.00 53190 135.00 53190 560.00 220640.00

6 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 Rm 2928 40.00 117120 0.00 0 30.00 87840 30.00 87840 90.00 263520 90.00 263520 280.00 819840.00

7 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 16.00 73824 0.00 0 18.00 83052 36.00 166104 0.00 0 0.00 0 70.00 322980.00

8 7.10(iv) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C grade M 20 CUM 5336 11.25 60030

9 7.13 Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MT 72036 1.41 101301

10 7.18(i) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (Nominal mix (1:2.5:5) CUM 4839 157.34 761356 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 157.34 761356.16

11 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 159.00 164088 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 159.00 164088.00

12 3.8(i) Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Rm 99 2300.00 227700 700.00 69300 900.00 89100 4460.00 441540 0.00 0 0.00 0 8360.00 827640.00

13 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 Each 1448 15.00 21720

14 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 3053 5.00 15265

15 11.13 White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc as per technical specification clause 1915. SQM 26 14256.00 370656 0.00 0 63.00 1638 151.20 3931 0.00 0 0.00 0 14470.20 376225.20

16 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 1394 15.30 21328 0.00 0 5.00 6970 12.00 16728 0.00 0 0.00 0 32.30 45026.00

17 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 978 15.30 14963 1.00 978 4.00 3912 1.00 978 0.00 0 0.00 0 21.30 20831.00

18 6.6 Construction of RCC open drain 0.60 m x 0.60 m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) levelling course in PCC M-15 including excavation, dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L=800 mm) including cutting, bending and binding wire, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications. Rm 2710 200.00 542000 0.00 0 240.00 650400 580.00 1571800 0.00 0 0.00 0 1020.00 2764200.00

Part-II Renewal Work Cast ( B)

1 2.6(II) 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 CUM 762 331 252222

2 2.8(A) 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 CUM 412 84 34608

3 2.1(A) Removing all type of hume pipe & stacking within a lead of 1000m includiung earth work & dismentaling of masnory work as per technical specification Clause 202 RM 256 164 41984

4 3.4 Construction of Embankment with Material Obtained from Pits (i) 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 with all leads as per Technical Specification Clause 301.5(Having CBR not less than 5) using vibratory roller. CUM 222 675.00 149850

5 4.1 Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) using motor grader and vibratory roller. (a) Construction of granular sub-base by providing well graded material having CBR 20 or more, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401. For Grading mentioned in table 400.1 (Grading III) CUM 804 202.50 162810

6 3.1 Scarifying Existing Granular bituminous Surface to a Depth of 100 mm Scarifying existing granular/bituminous surface upto a depth of 100 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. SQM 13 8250.00 107250 5793.75 75319 23250.00 302250 7500.00 97500 22785.00 296205 8962.50 116513 76541.25 995036.25

7 5.8 (A)(II) Modified Penetration Macadam Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. , (A) 50 mm thick (ii) VG-30 CUM 207 8438.26 1746720

8 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.(To be used for side shoulder WBM) CUM 223 2638.20 588319 739.75 164963 2473.80 551657 957.60 213545 1454.59 324375 572.17 127593 8836.11 1970451.73

9 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 8365.77 1873931 0.00 0 0.00 0 583.31 130661 0.00 0 1379.25 308952 10328.33 2313544.80

10 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 1259.38 2376452 760.43 1434931 2993.44 5648617 965.63 1822134 2916.48 5503398 1147.20 2164766 10042.55 18950298.34

11 5.1 Prime Coat 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 17356.77 1076119 5967.56 369989 23947.50 1484745 8083.31 501165 23468.55 1455050 10341.75 641189 89165.44 5528257.13

12 11.14 (1) (i) Tack Coat (i) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. SQM 21 85159.13 1788342 5967.56 125319 23947.50 502898 30675.24 644180 23468.55 492840 23522.63 493975 192740.60 4047552.92

13 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 8207 4257.96 34945047 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 4257.96 34945047.00

14 11.14 (1) (II) (ii) 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm size @ 0.18 cum per 10 sqm & 11.2 mm size @ 0.09 cum per 10 sqm aggregates using penetration grade/modified bitumen @ 14.6 kg/10sqm to required line, grade a II) Bitumen (VG-30) SQM 166 96098.63 15952372 5967.56 990615 23947.50 3975285 30091.93 4995260 23468.55 3895779 24987.35 4147899 204561.51 33957210.49

15 11.14 (1) (IV)Case III 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 Case - II : Type B II Bitumen (VG-30) SQM 60 85159.13 5109548 5967.56 358054 23947.50 1436850 29161.88 1749713 23468.55 1408113 23522.63 1411358 191227.24 11473634.75

16 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 394 656.27 258570 0.00 0 45.00 17730 45.00 17730 135.00 53190 135.00 53190 1016.27 400409.59

17 (II) Ordinary rock (not requiring blasting) i. Upto 3 m depth CUM 493 139.08 68564

18 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 118.09 544858 0.00 0 18.00 83052 36.00 166104 0.00 0 0.00 0 172.09 794014.03

19 7.10(II) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15(Nominal mix (1:2.5:5) CUM 4576 15.31 70059

20 7.9 Filling annular space around footing in rock as per technical specification Clause 1203.4.3. CUM 4652 39.88 185517 84.69 393995 0.00 0 0.00 0 0.00 0 0.00 0 124.57 579512.43

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 783.64 3792036 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 783.64 3792035.88

22 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, (III) P.C.C grade M 20 (Nominal mix (1:2:4) CUM 5384 332.53 1790320

23 7.4(B) 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 of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(B)1000 mm dia Rm 5468 10.00 54680 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 10.00 54680.00

24 7.3(ii) Bedding for Causeway / pipes Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 CUM 1200 4.79 5748 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 4.79 5748.00

25 7.2(i) Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 CUM 1619 29.16 47210

26 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 Each 317 191.00 60547 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 191.00 60547.00

27 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 1751 176.50 309060

28 7.41(ii) (II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications Each 399 72.00 28728

29 7.41(iv) (IV) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight. Rm 50 72.00 3600

30 7.27(II) Providing and laying cement for rainforced cement conctete in super structure including centering & form awork complete as per drawing and specifications. (II)R.C.C. M 25 ( Dssign Mix) CUM 6498 152.64 991881 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 152.64 991881.00

31 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 4.83 355977

32 7.32 Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 RM 2688 40.00 107520

33 7.41(ii) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications SQM 399 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0.00

33 7.35 Drainage spouts complete as per drawing and technical specifications Clause 1209 Each 2075 8.00 16600 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 8.00 16600.00

24 7.23(i) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8, CUM 1032 50.50 52116

35 7.23(II) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (I) Granular material CUM 1564 255.66 399858 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 255.66 399858.00

36 9.16 Providing and Fixing 'PMGSY Sign board' and 'Logo' of PMGSY Project B PMGSY Logo Board Providing and fixing Logo Board of PMGSY size 600×600mm diamond shape with 1 plate of size 900×250 mm made of 16 gauge sheet over frame of angle iron 25×25×3mm as per PMGSY specifications & drawing, painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 Each 6626 8.00 53008 2.00 13252 4.00 26504 4.00 26504 3.00 19878 3.00 19878 24.00 159024.00

37 9.8 Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (A) 200 m stone (precast) ` 0.00 0.00

38 9.2(A) Cautionary, mandatory, informatory, direction and place indentification signs Semi-Reflective Traffic signs up to 0.90 sqm size board Providing and erecting cautionary, mandatory, informatory, direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 Sqm 5285 37.26 196919 5.40 28539 5.27 27826 10.53 55651 17.76 93862 26.40 139524 102.62 542320.18

39 9.2 (B) Cautionary, mandatory, informatory, direction and place indentification signs Semi-Reflective Traffic signs up to 0.90 sqm size board Providing and erecting cautionary, mandatory, informatory, direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 Each 5756 2.00 11512 1.80 10361 5.76 33155 9.60 55258 0.00 0 0.00 0 19.16 110284.96

40 9.17 Reinforced cement concrete M15 grade grade Guard stone of size 200 mm * 200 mm * 800 mm fixing in position including painting and printing etc as per drawing, Technical Specification and as per direction of engineer incharge. Each 525 550.00 288750 57.00 29925 182.00 95550 291.00 152775 122.00 64050 185.00 97125 1387.00 728175.00

41 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 3978.00 2494206 0.00 0 0.00 0 0.00 0 182.28 114290 365.40 229106 4525.68 2837601.36

42 9.19(A) 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. Each 22547 4.00 90188 1.00 22547 4.00 90188 5.00 112735 0.00 0 0.00 0 14.00 315658.00

44 6.7 Construction of Panel concrete, 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 a 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 vibratos and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, admixture as approved, curing of concrete slabs for 14 days. Curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification Clause 1501. PCC Grade M-30 Each Panel (0.5 m x0.5m to 1.00m x 1.00m) thickness 100 mm. cum 7669 0.00 0 110.96 850968 0.00 0 0.00 0 0.00 0 0.00 0 110.96 850967.81 2.607901943

Part-III Renewal Work Cast ( C)

Routine maintenance for 1st year after Renewal of BT Road Km 32000 15.300 489600 1.545 49440 6.200 198400 7.550 241600 6.076 194432 6.090 194880 42.76 1368352.00

Routine maintenance for 2st year after Renewal of BT Road Km 34000 15.300 520200 1.545 52530 6.200 210800 7.550 256700 6.076 206584 6.090 207060 42.76 1453874.00

Routine maintenance for 3st year after Renewal of BT Road Km 42000 15.300 642600 1.545 64890 6.200 260400 7.550 317100 6.076 255192 6.090 255780 42.76 1795962.00

Routine maintenance for 4st year after Renewal of BT Road Km 62000 15.300 948600 1.545 95790 6.200 384400 7.550 468100 6.076 376712 6.090 377580 42.76 2651182.00

Sub Engineer Assistant Engineer Executive Engineer

PIU - 01, CGRRDA PIU - 01, CGRRDA #REF! PIU, CGRRDA Assistant Enginner Executive Engineer

Distt. - Raigarh ( C.G) District Raigarh (C.G.) Distt. - Raigarh ( C.G) District Raigarh (C.G.) PIU, CGRRDA PIU, CGRRDA

Sarangarh,District Sarangarh (C.G.) Sarangarh,District Sarangarh (C.G.)

Bill of Quantities

Package No. CG 13 M-51

No. of Road 1.00

Name Of Road Pussore Rengalpali To Lara (Chhote Hardi)

Length in Km 11.23

Block - Pussore

District Raigarh (C.G)

S.No. SSR Item No. Description Unit Rate Pussore Rengalpali To Lara (Chhote Hardi) Sariya Katangpali to Maharajpur Kotri Basinbahara Mudiyadih to Parsadih Gwalindih to Chhatouna T-08 to Parsadih Banahil to Soniyadih Total Quantity Grant Total Remark

Length in Km 11.23 Length in Km 1.85 Length in Km 6.67 Length in Km 9.00 Length in Km 7.00 Length in Km 6.89

Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount

Part-I Initial Rehabitation Work Cast (A)

1 9.15 (A) Providing and fixing “Citizen Information Board/Maintenance Information board” of PMGSY Project (A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back Each 14010 1.00 14010 1.00 14010 1.00 14010 1.00 14010 1.00 14010 1.00 14010 6.00 84060.00

2 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 1.00 18610 1.00 18610 1.00 18610 1.00 18610 2.00 37220 1.00 18610 7.00 130270.00

3 11.12(iii) Cutting of branches of trees shrubs and trimming of grass and weeds.Trimming of grass and weeds from the shoulder/berms and disposing off the same to suitable locations as per technical specification clause 1914. SQM 3 22460.00 67380 6937.50 20813 23250.00 69750 28312.50 84938 18228.00 54684 18270.00 54810 117458.00 352374.00

4 11.1 Restoration of Rain Cuts Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications Clause 1902 CUM 273 2652.00 723996 0.00 0 0.00 0 552.85 150929 0.00 0 0.00 0 3204.85 874925.07

3 2.8(i) Dismantling Stone Masonry Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (A) Rubble Stone Masonry in Lime/Cement/mud mortar cum 412 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0.00

5 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 70.00 27580 0.00 0 45.00 17730 45.00 17730 135.00 53190 135.00 53190 430.00 169420.00

6 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 Rm 2928 70.00 204960 0.00 0 30.00 87840 30.00 87840 90.00 263520 90.00 263520 310.00 907680.00

8 7.18 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (Nominal mix (1:2.5:5) cum 4839 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0.00

9 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 of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(B)1000 mm dia Rmt 5468 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0.00

10 7.3(ii) Bedding for Causeway / pipes Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 cum 1200 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0.00

12 7.27 Providing and laying cement for rainforced cement conctete in super structure including centering & form awork complete as per drawing and specifications. (II)R.C.C. M 25 ( Dssign Mix) cum 6498 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0.00

13 7.41(ii) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications Sqm 399 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0.00

14 7.35 Drainage spouts complete as per drawing and technical specifications Clause 1209 nos 2075 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0.00

15 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (I) Granular material cum 1032 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0.00

16 3.8(i) Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Rm 99 0.00 0 700.00 69300 900.00 89100 4460.00 441540 0.00 0 0.00 0 6060.00 599940.00

17 7.3(ii) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Sandy material cum 1564 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0.00

7 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 Each 1448 15.00 21720

8 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 3053 5.00 15265

9 11.13 White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc as per technical specification clause 1915. SQM 26 12960.00 336960 0.00 0 63.00 1638 151.20 3931 0.00 0 0.00 0 13174.20 342529.20

10 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 1394 15.30 21328 0.00 0 5.00 6970 12.00 16728 0.00 0 0.00 0 32.30 45026.00

11 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 978 15.30 14963 1.00 978 4.00 3912 1.00 978 0.00 0 0.00 0 21.30 20831.00

12 6.6 Construction of RCC open drain 0.60 m x 0.60 m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) levelling course in PCC M-15 including excavation, dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L=800 mm) including cutting, bending and binding wire, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications. Rm 2710 250.00 677500 0.00 0 240.00 650400 580.00 1571800 0.00 0 0.00 0 1070.00 2899700.00

22 7.27(i) Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4 RM 6157 0.00 0 0.00 0 12.24 75362 12.24 75362 0.00 0 0.00 0 24.48 150723.36

23 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 RM 72036 0.00 0 0.00 0 0.98 70595 0.98 70595 0.00 0 0.00 0 1.96 141190.56

Part-II Renewal Work Cast ( B)

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 CUM 331 0.00 0

2.8 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 CUM 84 0.00 0

2.1 Removing all type of hume pipe & stacking within a lead of 1000m includiung earth work & dismentaling of masnory work as per technical specification Clause 202 RM 8 0.00 0

3.4 Construction of Embankment with Material Obtained from Pits (i) 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 with all leads as per Technical Specification Clause 301.5(Having CBR not less than 5) using vibratory roller. cum 222 0.00 0

4.1 Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) using motor grader and vibratory roller. (a) Construction of granular sub-base by providing well graded material having CBR 20 or more, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401. For Grading mentioned in table 400.1 (Grading III) cum 804 0.00 0

28 3.1 Scarifying Existing Granular bituminous Surface to a Depth of 100 mm Scarifying existing granular/bituminous surface upto a depth of 100 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. sqm 13 0.00 0 5793.75 75319 23250.00 302250 7500.00 97500 22785.00 296205 8962.50 116513 68291.25 887786.25

1 5.8(A)(ii) Modified Penetration Macadam Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. , (A) 50 mm thick (ii) VG-30 CUM 207 7264.59 1503771

29 3.2 Compacting Original Ground / Existing Embankment. Loosening, Levelling and Compacting original ground/existing embankment/supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. cum 25 0.00 0 0.00 0 0.00 0 1155.00 28875 3417.75 85444 1380.23 34506 5952.98 148824.38

2 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.(To be used for side shoulder WBM) CUM 223 1682.25 375143 739.75 164963 2473.80 551657 957.60 213545 1454.59 324375 572.17 127593 7880.16 1757275.77

3 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 1791.81 401364 0.00 0 0.00 0 583.31 130661 0.00 0 1379.25 308952 3754.37 840977.76

4 4.8 Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 CUM 1887 78.75 148601 760.43 1434931 2993.44 5648617 965.63 1822134 2916.48 5503398 1147.20 2164766 8861.92 16722447.17

5 5.1 Prime Coat 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 1791.81 111092 5967.56 369989 23947.50 1484745 8083.31 501165 23468.55 1455050 10341.75 641189 73600.48 4563229.61

6 11.14 (1) (i) Tack Coat (i) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. SQM 21 62538.94 1313318 5967.56 125319 23947.50 502898 30675.24 644180 23468.55 492840 23522.63 493975 170120.41 3572528.92

7 5.6 Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. Bitumen(S-65) VG-30 CUM 8207 3128.01 25671547 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 3128.01 25671547.00

8 11.14 (1) (II) (ii) 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm size @ 0.18 cum per 10 sqm & 11.2 mm size @ 0.09 cum per 10 sqm aggregates using penetration grade/modified bitumen @ 14.6 kg/10sqm to required line, grade a II) Bitumen (VG-30) SQM 166 69688.24 11568247 5967.56 990615 23947.50 3975285 30091.93 4995260 23468.55 3895779 24987.35 4147899 178151.12 29573085.50

9 11.14 (1) (IV)Case III 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 Case - II : Type B II Bitumen (VG-30) SQM 60 62801.44 3768086 5967.56 358054 23947.50 1436850 29161.88 1749713 23468.55 1408113 23522.63 1411358 168869.55 10132172.75

10 11.2 (i) Maintenance of hard shoulder after renewal of bituminous surface including making up of loss of profile, rectifyilg corrugated surface, filling of depressions, erosion gullies by adding fresh material ( selected soil havind CBR value not less than 12 ), all lead and lift maintaining 4% camber, operations like watering, rolling, compaction with roller to achieve desired etc. as per clouse 303.5. (Note:-This Item can be used only in renewal of BT not incase of upgradation of road.) SQM 49 0.00 0 0.00 0 0.00 0 20812.50 1019813 0.00 0 0.00 0 20812.50 1019812.50

11 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 394 406.00 159964 0.00 0 45.00 17730 45.00 17730 135.00 53190 135.00 53190 766.00 301804.00

(II) Ordinary rock (not requiring blasting) i. Upto 3 m depth CUM 493 0.00 0

5 7.6(a) Providing and laying reinforced cement concrete pipe NP3 for Culverts/ Burried conduits on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. (A) 600 mm dia Rm 2928 0.00 0 0.00 0 30.00 87840 30.00 87840 90.00 263520 90.00 263520 240.00 702720.00

12 7.10 (i) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (Nominal mix 1:3:6) CUM 4614 19.20 88589 0.00 0 18.00 83052 36.00 166104 0.00 0 0.00 0 73.20 337744.80

13 7.10(II) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15(Nominal mix (1:2.5:5) CUM 4576 112.50 514800

7 7.9 Filling annular space around footing in rock as per technical specification Clause 1203.4.3. 0.00 4652 0.00 0 84.69 393995 0.00 0 0.00 0 0.00 0 0.00 0 84.69 393995.33

14 7.18 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (Nominal mix (1:2.5:5) CUM 4839 255.09 1234384 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 255.09 1234383.53

15 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, (III) P.C.C grade M 20 (Nominal mix (1:2:4) CUM 5384 5.63 30285

9 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 of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(B)1000 mm dia 0.00 5468 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0.00

10 7.3(ii) Bedding for Causeway / pipes Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 CUM 1200 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0.00

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 CUM 1619 0.00 0

16 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 Each 317 80.00 25360 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 80.00 25360.00

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 SQM 1751 0.00 0

7.41 (II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications Each 399 0.00 0

7.41 (IV) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight. Each 50 0.00 0

12 7.27 Providing and laying cement for rainforced cement conctete in super structure including centering & form awork complete as per drawing and specifications. (II)R.C.C. M 25 ( Dssign Mix) CUM 6498 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0.00

17 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 0.70 51839

7.32 Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 RM 2054 0.00 0

13 7.41(ii) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications Sqm 399 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0.00

14 7.35 Drainage spouts complete as per drawing and technical specifications Clause 1209 0.00 2075 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0.00

18 7.23(i) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8, CUM 1032 254.40 262541

15 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (I) Granular material 0.00 1564 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0.00

19 9.16 Providing and Fixing 'PMGSY Sign board' and 'Logo' of PMGSY Project B PMGSY Logo Board Providing and fixing Logo Board of PMGSY size 600×600mm diamond shape with 1 plate of size 900×250 mm made of 16 gauge sheet over frame of angle iron 25×25×3mm as per PMGSY specifications & drawing, painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 Each 6626 7.00 46382 2.00 13252 4.00 26504 4.00 26504 3.00 19878 3.00 19878 23.00 152398.00

20 9.8 Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (A) 200 m stone (precast) ` 0.00 0.00

21 9.2(A) Cautionary, mandatory, informatory, direction and place indentification signs Semi-Reflective Traffic signs up to 0.90 sqm size board Providing and erecting cautionary, mandatory, informatory, direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 Sqm 5285 44.55 235447 5.40 28539 5.27 27826 10.53 55651 17.76 93862 26.40 139524 109.91 580848.18

22 9.2 (B) Cautionary, mandatory, informatory, direction and place indentification signs Semi-Reflective Traffic signs up to 0.90 sqm size board Providing and erecting cautionary, mandatory, informatory, direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 Each 5756 2.16 12433 1.80 10361 5.76 33155 9.60 55258 0.00 0 0.00 0 19.32 111205.96

23 9.17 Reinforced cement concrete M15 grade grade Guard stone of size 200 mm * 200 mm * 800 mm fixing in position including painting and printing etc as per drawing, Technical Specification and as per direction of engineer incharge. Each 525 435.00 228375 57.00 29925 182.00 95550 291.00 152775 122.00 64050 185.00 97125 1272.00 667800.00

24 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 2526.75 1584272 0.00 0 0.00 0 0.00 0 182.28 114290 365.40 229106 3074.43 1927667.36

25 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. Each 22547 4.00 90188 1.00 22547 4.00 90188 5.00 112735 0.00 0 0.00 0 14.00 315658.00

46 6.7 Construction of Panel concrete, 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 a 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 vibratos and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, admixture as approved, curing of concrete slabs for 14 days. Curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification Clause 1501. PCC Grade M-30 Each Panel (0.5 m x0.5m to 1.00m x 1.00m) thickness 100 mm. cum 7669 0.00 0 110.96 850968 0.00 0 0.00 0 0.00 0 0.00 0 110.96 850967.81 2.607901943

Part-III Renewal Work Cast ( C)

Routine maintenance for 1st year after Renewal of BT Road Km 32000 11.23 359360 1.545 49440 6.200 198400 7.550 241600 6.076 194432 6.090 194880 38.69 1238112.00

Routine maintenance for 2st year after Renewal of BT Road Km 34000 11.23 381820 1.545 52530 6.200 210800 7.550 256700 6.076 206584 6.090 207060 38.69 1315494.00

Routine maintenance for 3st year after Renewal of BT Road Km 42000 11.23 471660 1.545 64890 6.200 260400 7.550 317100 6.076 255192 6.090 255780 38.69 1625022.00

Routine maintenance for 4st year after Renewal of BT Road Km 62000 11.23 696260 1.545 95790 6.200 384400 7.550 468100 6.076 376712 6.090 377580 38.69 2398842.00

Routine maintenance for 5st year after Renewal of BT Road Km 100000 11.23 1123000 1.545 154500 6.200 620000 7.550 755000 6.076 607600 6.090 609000 38.69 3869100.00

Sub Engineer Assistant Engineer PIU-1, CGRRDA, Disst.- RAIGARH (C.G.) Executive Engineer Assistant Enginner Executive Engineer

PIU, CGRRDA PIU, CGRRDA PIU, CGRRDA PIU, CGRRDA PIU, CGRRDA

District Raigarh (C.G.) District Raigarh (C.G.) District Raigarh (C.G.) Sarangarh,District Sarangarh (C.G.) Sarangarh,District Sarangarh (C.G.)