NIT 1207 Renewal / Strengthening Road Under MMGSVY PKG No MMGSY-MMC-M-01, District-Mohla Manpur-A.C

MUKHYA MANTRI GRAM SADAK YOJANA, P.I.U., C.G.R.R.D.A., MOHLA-MANPUR-A.CHOWKI (C.G.)

BILL OF QUANTITY FOR RENEWAL WORK, YEAR 2026-27

Name of District :- Mohla-Manpur-A.Chowki

Name of Block :- Mohla & Manpur (CGRRDA Road SOR 06.06.2025)

Total Length :- 9.50 Km.

Package No :- MMGSY-MMC-M-01 Length-5.70 Length-3.80

S. No. Depart ment S.O.R. Year SOR No. Particulars Unit Rate Mukhya Marg Ghotiya To Halbakumhari Hote Hue Wako Tak Dangarh to Jobtola Total

Quantity Amount Quantity Amount Quantity Amount

1 PARD PMGSY 2025-26 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 18610 1 18610 2 37220

2 PARD PMGSY 2025-26 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 14010 1 14010 2 28020

3 PARD PMGSY 2025-26 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 21375.00 42750 14250.00 28500 35625.00 71250

4 PARD PMGSY 2025-26 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 10181.25 132356 7125.00 92625 17306.25 224981

PARD PMGSY 2025-26 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 0.00 0 1620.00 359640 1620.00 359640

5 PARD PMGSY 2025-26 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) (1*2910*3.75*0.15) Sqm 207.00 1687.50 349313 0.00 0 1687.50 349313

6 PARD PMGSY 2025-26 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 8145.00 399105 0.00 0 8145.00 399105

7 PARD PMGSY 2025-26 11.2 (ii) Maintenance of shoulder (stripping of excess material) Stripping excess material from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 Sqm 27.00 2036.25 54979 0.00 0 2036.25 54979

8 PARD PMGSY 2025-26 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 1333.39 256011 2001.84 384353 3335.23 640364

9 PARD PMGSY 2025-26 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) Cum 223.00 1093.16 243775 1501.00 334723 2594.16 578498

10 PARD PMGSY 2025-26 4.8 Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. Cum 1887.00 2056.35 3880324 2351.25 4436809 4407.60 8317132

11 PARD PMGSY 2025-26 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 11569.69 717321 14962.50 927675 26532.19 1644996

12 PARD PMGSY 2025-26 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. Sqm 21.00 22258.31 467425 14962.50 314213 37220.81 781637

13 PARD PMGSY 2025-26 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 11366.06 2170918 14962.50 2857838 26328.56 5028755

14 PARD PMGSY 2025-26 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 8207.00 568.30 4664064 748.13 6139862 1316.43 10803926

15 PARD PMGSY 2025-26 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 12478.50 2071431 0.00 0 12478.50 2071431

16 PARD PMGSY 2025-26 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 10892.25 653535 0.00 0 10892.25 653535

17 PARD PMGSY 2025-26 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 394.00 690.56 272081 0.00 0 690.56 272081

18 PARD PMGSY 2025-26 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 45.13 208230 0.00 0 45.13 208230

19 PARD PMGSY 2025-26 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 4576.00 224.94 1029325 0.00 0 224.94 1029325

20 PARD PMGSY 2025-26 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 5.50 6600 0.00 0 5.50 6600

21 PARD PMGSY 2025-26 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 4839.00 380.54 1841433 0.00 0 380.54 1841433

22 PARD PMGSY 2025-26 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 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 7.50 41010 0.00 0 7.50 41010

23 PARD PMGSY 2025-26 10.1 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 1619.00 24.30 39342 0.00 0 24.30 39342

24 PARD PMGSY 2025-26 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 4970.00 158.40 787248 0.00 0 158.40 787248

25 PARD PMGSY 2025-26 7.18 (III) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 For height up to 5 m (III) R.C.C grade M 20 Cum 5644.00 11.25 63495 0.00 0 11.25 63495

26 PARD PMGSY 2025-26 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 1.00 72036 0.00 0 1.00 72036

27 PARD PMGSY 2025-26 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 20.00 58560 0.00 0 20.00 58560

28 PARD PMGSY 2025-26 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 Nos 317.00 130 41210 0 0 130 41210

29 PARD PMGSY 2025-26 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 1032.00 187.44 193438 0.00 0 187.44 193438

30 PARD PMGSY 2025-26 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 26.00 135.00 3510 115.20 2995 250.20 6505

31 PARD PMGSY 2025-26 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 1 1448 3 4344 4 5792

32 PARD PMGSY 2025-26 11.7 (II) Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908 Per Culvert 3053.00 5 15265 0 0 5 15265

33 PARD PMGSY 2025-26 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 16.80 88788 5.60 29596 22.40 118384

34 PARD PMGSY 2025-26 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 4.32 24866 4.32 24866 8.64 49732

35 PARD PMGSY 2025-26 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 3 19878 1 6626 4 26504

36 PARD PMGSY 2025-26 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

(II) Ordinary Kilometer Stone (Precast) Each 2292.00 7 16044 4 9168 11 25212

(III) 200 m stone (precast) Each 660.00 22 14520 15 9900 37 24420

37 PARD PMGSY 2025-26 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

(I) Painting two coats with synthetic enamel paint Km 277.00 5.70 1579 0.00 0 5.70 1579

(II) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade Km 978.00 5.70 5575 0.00 0 5.70 5575

38 PARD PMGSY 2025-26 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 525.00 110 57750 90 47250 200 105000

39 PARD PMGSY 2025-26 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 99.00 500.00 49500 0.00 0 500.00 49500

40 PARD PMGSY 2025-26 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 6 135282 0.00 0 6.00 135282

41 PARD PMGSY 2025-26 6.1 (II) Cement Concrete Pavement 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 5889.00 135.00 795015 0.00 0 135.00 795015

42 PARD PMGSY 2025-26 9.18 Road marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes.) (30% of Total length) Sqm 627.00 102.60 64330 228.00 142956 330.60 207286

Total Cost of Renewal Work (A) :- 22083282 16186558 38269840

Annual Routine Maintenance Maint. Rate

1 Routine Maintenance of Road, First Year 24000 5.70 136800 3.80 91200 9.50 228000

2 Routine Maintenance of Road, Second Year 26000 5.70 148200 3.80 98800 9.50 247000

3 Routine Maintenance of Road, Third Year 32000 5.70 182400 3.80 121600 9.50 304000

4 Routine Maintenance of Road, Fourth Year 48000 5.70 273600 3.80 182400 9.50 456000

5 Routine Maintenance of Road, Fifth Year 76000 5.70 433200 3.80 288800 9.50 722000

Total Annual Routine Maintenance (D) :- 1174200 782800 1957000

Say Rs. (In Lakhs) :- 13.86 9.24 23.09

G_Total Say Rs. (In Lakhs) :- 274.44 200.24 474.68

Sub Engineer Assistant Engineer Executive Engineer

P.I.U., C.G.R.R.D.A., P.I.U., C.G.R.R.D.A., P.I.U., C.G.R.R.D.A.,

Distt. Mohla-Manpur-A.Chowki (C.G.) Distt. Mohla-Manpur-A.Chowki (C.G.) Distt. Mohla-Manpur-A.Chowki (C.G.)