NIT 1207 Renewal / Strengthening Road Under MMGSVY PKG No MMGSY-KCG-M-02, District-KCGC

OFFICE OF THE EXECUTIVE ENGINEER RURAL DEVELOPMENT DIVISION CHHATTISGARH GRAMIN RURAL ROAD DEVELOPMENT AGENCY KHAIRAGARH

DISTT. - KCG (C.G.)

BILL OF QUANTITY (Reneawal Work)

Package No. :- MMGSY-KCG-M-02

Block:- Khairagarh (As per SOR 06 JUN 2025 )

District :- KCG

S. No. SOR No Particulars Unit Rate Junwani To Marouda, Length 3.84 KM Amalidih To Kulikasa, Length 3.69 KM Total

Qty Amount Qty Amount Qty Amount

1 9.14 B Providing and Fixing Informatory and Logo Board of PMGSY Project (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 1.00 18610.00 1 18610 2.00 37220.00

2 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 14010.00 1.00 14010.00 1 14010 2.00 28020.00

3 2.2 Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. Sqm 2.00 14400.00 28800.00 12300 24600 26700.00 53400.00

4 3.1 Scarifying existing granular/bituminous surface upto a depth of 100 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. Sqm 13.00 8512.50 110662.50 7204 93649 15716.25 204311.25

5 11.1 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 Lump Sump Qty Cum 273.00 10.75 2934.75 8 2116 18.50 5050.50

6 3.4 (ii) Construction of Embankment with Material Obtained from Pits (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) (Lump Sum Qty.) Cum 222.00 157.50 34965.00 405 89910 562.50 124875.00

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 0.00 0.00 0 0 0.00 0.00

8 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. , Viscosity grade (VG) Bitumen specification as per IS 73:2006 (A) 50 mm thick (ii) Bitumen (VG-30) Sqm 207.00 0.00 0.00 0 0 0.00 0.00

9 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 0.00 0.00 0 0 0.00 0.00

10 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 0.00 0.00 0 0 0.00 0.00

11 3.12 (a) Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 7) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.For Item No.3.12(a) & (b) Cum 192.00 1820.16 349470.72 1633 313620 3453.60 663091.20

11 3.12 (b) Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 7) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.For Item No.3.12(a) & (b) Cum 223.00 1516.80 338246.40 1296 288919 2812.40 627165.20

12 4.7 (3) WBM Grading 3 Providing, laying, spreading and compacting mechanically crushed stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. Deduct if hand broken stone aggregates used (if item no.4.7(1),(2),(3) Profile Correction & Extra Widning Cum 1927.00 0.00 0.00 0 0 0.00 0.00

13 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. Profile Correction & Extra Widning Cum 1887.00 1659.94 3132302.06 1405 2650728 3064.67 5783029.93

14 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 Extra Widening and fening portion (3% ) Sqm 62.00 9193.50 569997.00 7780 482363 16973.55 1052360.10

15 11.14 (1) (i) Periodical Renewal to existing bituminous surface Open graded Premix carpet 20 mm thick Tack coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. Extra Widening and fening portion (5% ) Sqm 21.00 15552.00 326592.00 13284 278964 28836.00 605556.00

16 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 (II) Bitumen (VG-30) Sqm 191.00 15552.00 2970432.00 13284 2537244 28836.00 5507676.00

17 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 8207.00 459.68 3772593.76 389 3192544 848.68 6965137.28

18 11.14 II (ii) Pre-mix carpet using bituminous (penetration grade modified bitumen) binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of aggregate 13.2mm size (passing 22.4mm size sieve & retained on 11.2mm sieve and 11.2mm size (passing 13.2mm sieve and retained on 5.6mm sieve) either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Sqm 166.00 0.00 0.00 0 0 0.00 0.00

19 5.5 Seal coat Providing and laying seal coat the voids in a bitumenous 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 60.00 0.00 0.00 0 0 0.00 0.00

20 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 394.00 445.79 175641.26 857 337729 1302.97 513370.18

21 7.8 (i) Filling in Foundation Trenches as per drawing and technical specification Clause 1108 & 305.3.9 (i) Sand filling Cum 1200.00 61.44 73728.00 134 160896 195.52 234624.00

22 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 54.79 252819.52 121 557279 175.57 810098.44

23 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 15(Nominal mix (1:2.5:5) Cum 4576.00 0.00 0.00 0 0 0.00 0.00

24 7.3 (ii) Bedding for Causeway/Pipes Type B (First Class) Bedding Laying (First Class) bedding with well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Cum 1200.00 8.00 9600.00 51 61440 59.20 71040.00

25 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 4839.00 364.54 1764009.06 745 3605442 1109.62 5369451.18

26 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 0.00 0.00 0 0 0.00 0.00

27 7.13 Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MT 72036.00 0.00 0.00 0 0 0.00 0.00

28 7.28 Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MT 73726.00 1.018 75053.07 2 150106 3.05 225159.20

29 7.27 (II) Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 Cum 6498.00 13.340 86683.32 27 173367 40.02 260049.96

30 7.41(II) oviding and fixing 20 mm thick compressible fiber board in expansion joint complete as per drawing and technical specifications Rm 399.00 30.000 11970.00 60 23940 90.00 35910.00

31 7.44(I) Providing and laying parapet with PCC M 15 as per drawing & technical specifications Clauses 800 and 1208.4 Cum 4840.00 5.400 26136.00 11 52272 16.20 78408.00

32 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 146.00 93.300 13621.80 187 27244 279.90 40865.40

33 7.4 (B) 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. (B) 1000 mm dia M 5468.00 0.00 0.00 0 0 0.00 0.00

34 7.6 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 50.00 146400.00 80 234240 130.00 380640.00

35 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 317.00 142.00 45014.00 454 143918 596.00 188932.00

36 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 88.17 90991.44 196 201797 283.71 292788.72

37 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 67.50 1755.00 68 1755 135.00 3510.00

38 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 Per Culvert 1448.00 3.00 4344.00 3 4344 6.00 8688.00

39 11.7 (II) (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 2.00 6106.00 2 6106 4.00 12212.00

40 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 11782.00 0.00 0.00 0 0 0.00 0.00

41 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 1394.00 0.00 0.00 0 0 0.00 0.00

42 9.2 A Cautionary, mandatory, informatory direction and place identification sign boards. 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 11.52 60883.20 22 114156 33.12 175039.20

43 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 0.00 0.00 1 6216 1.08 6216.48

44 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 2.00 13252.00 3 19878 5.00 33130.00

45 9.8 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 0.00 0 0.00 0.00

(I) 5th Kilometer Stone (precast) Each 3947.00 0.00 0.00 0 0 0.00 0.00

(II) Ordinary Kilometer Stone (Precast) Each 2292.00 5.00 11460.00 5 11460 10.00 22920.00

46 11.11 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 0.00 0 0.00 0.00

(I) Painting two coats with synthetic enamel paint Km 277.00 0.00 0.00 0 0 0.00 0.00

(II) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade Km 978.00 0.00 0.00 0 0 0.00 0.00

47 9.17 Providing and fixing guard stones 200 x 200 x 900 mm made of precast RCC M20 grade fixed at 300 mm into the ground in P.C.C. 1:3:6 blocks of size 400 x 400 x 400 mm and given two coats of paint with white and black bands including excavation. Each 525.00 204.00 107100.00 280 147000 484.00 254100.00

48 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. M 99.00 10.00 990.00 128 12672 138.00 13662.00

49 11.6 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 M 4.00 0.00 0.00 0 0 0.00 0.00

50 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 22547.00 2.00 45094.00 2 45094 4.00 90188.00

51 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 627.00 594.00 372438.00 656 411312 1250.00 783750.00

Total Cost of Construction Work :- 15073945.86 16506179.36 31580125.22

Five Year's Routine Maintenance

1 Routine Maintenance of Road , First Year KM 24000.00 2.27 54480.00 1.92 46104.00 4.19 100584.00

2 Routine Maintenance of Road , Second Year KM 26000.00 2.27 59020.00 1.92 49946.00 4.19 108966.00

3 Routine Maintenance of Road , Third Year KM 32000.00 2.27 72640.00 1.92 61472.00 4.19 134112.00

4 Routine Maintenance of Road , Fourth Year KM 48000.00 2.27 108960.00 1.92 92208.00 4.19 201168.00

5 Routine Maintenance of Road , Five Year KM 76000.00 2.27 172520.00 1.92 145996.00 4.19 318516.00

6 Maintenance of CC Road for 5 Year after Construction KM 20500.00 1.57 160925.00 1.77 181220.00 3.34 342145.00

Total Cost of Maintenance Work :- 628545.00 576946.00 7.53 1205491.00