NIT 1174 Renewal / Strengthening Road Under MMGSVY PKG No MMGSVY JNG-M-08, District-Janjgir-Champa

BOQ FOR RENEWAL AND MAINTENANCE OF RURAL ROAD UNDER MMGSY

DISTRICT : JANJGIR- CHAMPA (CG)

PIU-JANJGIR, PROJECT CIRCLE- RAIGARH

Name of Road - Bhawarmal To Piparda BT Length (km) 2.78

Block -Bamhanidih CC Length(km) 1.85

Package No MMGSY-JNG-M-08 Total Length (km) 4.63

Length Of Roads (Km) :-4.63 SOR-06 June 2025

S. No. Department SOR Year SOR Item No. Item of work / Supply Unit Rate Bhawarmal To Piparda BOQ

QTY AMT QTY AMT

1 PARD PMGSY 2025 2.1 Setting Out work complete with construction of bench mark (Min 1 per km) working benchmark (Min 4 per km) and near all bridges and cross-drainage works made of bricks/stone masonary or concrete and reference pillars made of precast concrete poles/concrete filled 100 mm dia A.C.pipe @ 100 m interval of as required on both sides of the formation width, marking on central line, setting out curves and recording of central line levels and other required levels and distances etc. including setting out of cross-drainage structures & bridges with required reference pillars and marking etc. as directed by Engineer-in-Charge. km 13949.00 4.63 64584 4.63 64584 0.2093023256

2 PARD PMGSY 2025 11.12(iii) Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 Sqm 3.00 13890.00 41670 13890.00 41670

3 PARD PMGSY 2025 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 Rmt 99.00 400.00 39600 400.00 39600 0.2093023256

4 PARD PMGSY 2025 11.1 Restoration of Rain Cuts :- Resstoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300 mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power ramm Cum 273.00 39.05 10660 39.05 10660 36.96 36.75069767

5 PARD PMGSY 2025 3.5 Excavation in Cutting in Soil by manual/ Machinery means (ii) Excavation in Soil by manual/Machinery means and Tippers with disposal upto 1000 m Excavation for roadwork in soil with manual/Machinery including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 Cum 65.00 925.74 60173 925.74 60173 0.2093023256

6 PARD PMGSY 2025 3.3 Construction of Embankment with Material Obtained from Roadway Cutting (i) Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 Cum 63.00 925.74 58322 925.74 58322

7 PARD PMGSY 2025 3.4 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) Cum 222.00 8173.20 1814450 8173.20 1814450 0.2093023256

8 PARD PMGSY 2025 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. Sqm 223.00 2780.00 619940 2780.00 619940

9 PARD PMGSY 2025 11.2 (I) Maintenance of Earthen Shoulders (filling with fresh selected soil) Making up loss of material /irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment atOMCupto a lead of 1 Sqm 49.00 0.00 0 0.00 0

10 PARD PMGSY 2025 4.1(d) Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) Construction of granular sub-base by providing well graded material having CBR 20 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 Crushed stone materials (CBR 35 or more), This item is to be used only, where local GSB material or GSB material with blending with other material is not available. Cum 1772.00 3386.04 6000063 3386.04 6000063

11 PARD PMGSY 2025 3.1 Scarifying Existing Granular surface to a Depth of 50 mm Scarifying the existing bituminous/ Granular road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301. Sqm 13.00 10425.00 135525 10425.00 135525

12 PARD PMGSY 2025 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 3612.26 6816339 3612.26 6816339

13 PARD PMGSY 2025 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 25.00 781.88 19547 781.88 19547

14 PARD PMGSY 2025 5.1(i) Prime Coat Low porosity 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 Spec Sqm 62.00 15901.60 985899 15901.60 985899

15 PARD PMGSY 2025 11.14(1)(i) Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause Sqm 21.00 15901.60 333934 15901.60 333934

16 PARD PMGSY 2025 5.6 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of aggregate 13.2mm size (passing 22.4mm size sieve & retained on 11.2mm sieve and 11.2mm size (passing 13.2mm sieve and retained on 5.6mm sieve) either using penetration grade/ VG bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508., Viscocity grade (VG) Bitumen specification as per IS 73:2006 ii) Bitumen VG-30 Cum 8207.00 795.08 6525222 795.08 6525222

17 PARD PMGSY 2025 11.14(1)(ii) Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of aggregate 13.2mm size (passing 22.4mm size sieve & retained on 11.2mm sieve and 11.2mm size (passing 13.2mm sieve and retained on 5.6mm sieve) either using penetration grade/ VG bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508., Viscocity grade (VG) Bitumen specification as per IS 73:2006 ii) Bitumen VG-30 Sqm 166.00 15901.60 2639666 15901.60 2639666

18 PARD PMGSY 2025 11.3(iii) Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2 Sqm 362.00 0.00 0 0.00 0

19 PARD PMGSY 2025 11.14(1)(iv) 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, Bitumen (VG-30) Sqm 60.00 15901.60 954096 15901.60 954096

20 PARD PMGSY 2025 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. Cum 223.00 5323.98 1187248 5323.98 1187248

21 PARD PMGSY 2025 7.31 Wearing course M30 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 Cub 9091.00 0.00 0 0.00 0

22 PARD PMGSY 2025 6.1 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 0.00 0 0.00 0

23 PARD PMGSY 2025 6.7 Cement Concrete cell fill Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 cum 7669.00 78.75 603934 78.75 603934

24 PARD PMGSY 2025 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. (A) For 7.50 M Formation Width Each 22547.00 4.00 90188 4.00 90188

25 PARD PMGSY 2025 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 627.00 278.00 174306 278.00 174306

26 PARD PMGSY 2025 9.2 (A) Cautionary, mandatory, informatory direction and place identification sign boards. Semi-Reflective Traffic signs upto 0.90 sqm Direction and place indentification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of Turning board 2 no , Place board 1no Sqm 5285.00 12.42 65640 12.42 65640 p

27 PARD PMGSY 2025 9.8 (i) 5th Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 ii) Ordinary Kilometer Stone each 3947.00 0.00 0 0.00 0

28 PARD PMGSY 2025 9.8 (ii) Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 ii) Ordinary Kilometer Stone each 2292.00 6.00 13752 6.00 13752

29 PARD PMGSY 2025 9.8(iii) 200 m stone (precast) each 660.00 18.00 11880 18.00 11880

30 PARD PMGSY 2025 9.17 Providing and fixing guard stones 200 x 200x 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 525.00 134.00 70350 134.00 70350

31 PARD PMGSY 2025 9.14 (B) (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 1.00 18610

32 PARD PMGSY 2025 9.15(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 2.00 28020 2.00 28020

33 PARD PMGSY 2025 9.16 Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings each 6626.00 3.00 19878 3.00 19878

34 PARD PMGSY 2025 11.11 Maintenance of 200 m and KM stones by way of refting of tilled stones repairing with cement mortar clearing repairing and lettering on 200 m KM stone and 5th KM stone as per Technical Specification Clause 1912 (I) Printing two coat with synthetic enamel paint(km stone and 0.2KM stone) km 277.00 0.00 0 0.00 0

35 PARD PMGSY 2025 (II) Printing letters and figures of any shade with synthetic enamel paint of any appropved colour give an even shade.(KM stone and 0.2 KM stone) km 978.00 0.00 0 0.00 0

36 PARD PMGSY 2025 7.1 Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Cum 394.00 77.00 30338 77.00 30338

37 PARD PMGSY 2025 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.l. Rmt 2710.00 50.00 135500 50.00 135500

38 PARD PMGSY 2025 7.10 (II ) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 15(Nominal mix (1:2.5:5) Cum 4576.00 60.00 274560 60.00 274560

39 PARD PMGSY 2025 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 10.00 3170 10.00 3170

40 PARD PMGSY 2025 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (i) Granular Materials Cum 1032.00 12.00 12384 12.00 12384

41 PARD PMGSY 2025 7.4 b 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. 1000 mm dia Rmt 5468.00 30.00 164040 30.00 164040

42 PARD PMGSY 2025 7.6(A) Providing and lying reinforced cement concret pipe NP3 for culverts on first class bedding of granular material in single row including fixing coller with cement morter 1:2 but including excavation works backfilling concrete and masonary i)field crossing 600 mm dia Rmt 2928.00 20.00 58560 20.00 58560

43 PARD PMGSY 2025 7.6© field crossing 300 mm dia Rmt 1129.00 20.00 22580 20.00 22580

44 PARD PMGSY 2025 11.7 (i) Maintenance of hume pipe cluverts by way of clearing erosion repair, repairs to cracks parapet wall and protection work as per drawing and Technical Specification Clause 1908 each 1448.00 4.00 5792 4.00 5792

45 PARD PMGSY 2025 11.7 (ii) Maintenance of Slab cluverts by way of clearing erosion repair, repairs to cracks parapet wall and protection work as per drawing and Technical Specification Clause 1909 each 3053.00 4.00 12212 4.00 12212

46 PARD PMGSY 2025 11.13 White washing of parapet walls of CD work and tree trunks , white washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause1915 Sqm 26.00 200.00 5200 200.00 5200

Say Total 301.278 301.278

Maintenance Cost For BT

Routine Mantenance for 1st Year after Renewal of Road km 24000 2.78 66720 66720

Routine Mantenance for 2nd Year after Renewal of Road km 26000 2.78 72280 72280

Routine Mantenance for 3rd Year after Renewal of Road km 32000 2.78 88960 88960

Routine Mantenance for 4th Year after Renewal of Road km 48000 2.78 133440 133440

Routine Mantenance for 5th Year after Renewal of Road km 76000 2.78 211280 211280

Maintanace Total 206000 572680 572680

Maintanace Total in Lacs 5.727 5.727

Maintenance Cost For CC

Routine Mantenance for 1st Year after Renewal of Road km 20500 1.85 37925 37925

Routine Mantenance for 2nd Year after Renewal of Road km 20500 1.85 37925 37925

Routine Mantenance for 3rd Year after Renewal of Road km 20500 1.85 37925 37925

Routine Mantenance for 4th Year after Renewal of Road km 20500 1.85 37925 37925

Routine Mantenance for 5th Year after Renewal of Road km 20500 1.85 37925 37925

Maintanace Total 102500 189625 189625

Say Total 1.90 1.90

Total Maintenance Cost ( BT+CC) 7.623 7.623

Total Cost (Renewal +Maintenance) 308.90 308.90

18% GST(Renewal +Maintenance) 55.60 55.60

Total cost 364.50 364.50

Grand Total 364.50 364.50

Sub Engineer Assistant Engineer Executive Engineer

PIU-1, CGRRDA Janjgir PIU-1, CGRRDA Janjgir PIU-1, CGRRDA Janjgir

Dstt.Janjgir-Champa (CG) Dstt.Janjgir-Champa (CG) Dstt.Janjgir-Champa (CG)