NIT 1207 Renewal / Strengthening Road Under MMGSVY PKG No MMGSY-RJN-M-13, District-Rajnandgaon

BOQ for Renewal work of MMGSY Road Scarify Non-Scarify Ex.C.C TOTAL PIPE culvert SLAB NEW PIPE

Name of Road :- Amgaon to Munjalkala-Bijepar Block :- Chhuria 0.00%

Package No. MMGSY-RJN-M-13 District :- Rajnandgaon Junction Board pot whole Width of road Width of Shoulder MPM speed breaker Surfce drain

Length of Road :- 5.03 KM (CGRRDA Road SOR 06.06.2025) 2% 5.03 1% 3.75 1.875 19% 3 100

S.No. SOR No. (As per 2025 Sor ) Particulars of Item Qty. Unit Rate Amount 3.75 71.25

1 11.12(iii) Cutting of branches of trees shrubs and trimming of grass and weeds. (III)Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 18112.50 SqM 3.00 54337.50 R/Wall CC Drain pmc proffile

2 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) 2544.44 Cum 192.00 488533.25

3 3.12(b) Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 10) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.(To be used for side shoulder WBM) using motor grader and vibratory roller 1907.85 Cum 223.00 425450.55

4 3.4(i) 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. 3542.81 Cum 222.00 786502.71 Only if it is in 2 layer of WMM

5 3.1 Scarifying Existing Granular bituminous Surface Scarifying the existing bituminous road surface and disposal of scarified material with a lift up to 3 m and lead up to 1000 m as per Technical Specification Clause 301.4. 18112.50 SqM 13.00 235462.50

6 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. 2852.72 Cum 1887.00 5383080.28

7 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 18112.50 Sqm 62.00 1122975.00

8 11.14(I) Periodical Renewal to existing bituminous surface 1. Open graded Premix carpet 20 mm thick. (I)Tack coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per Sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 18474.75 Sqm 21.00 387969.75

9 5.6 5.6Bituminous 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 Bitumen(S-65) VG-30 923.74 Cum 8207.00 7581113.66

10 5.7 Mix Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 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 507, Viscosity grade (VG) Bitumen specification as per IS 73:2006 Type B (II) Bitumen (VG-30) 18837.00 Sqm 191.00 3597867.00

11 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 up to 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. 966.00 M 99.00 95634.00

12 11.7(1) Maintenance of Culverts 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 3.00 One No Hume Pipe 1448.00 4344.00

13 11.7(II) Maintenance of Culverts Slab type 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 3.00 Per Culvert 3053.00 9159.00

14 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

i) 5th Kilometre Stone (precast) 1.00 Each 3947.00 3947.00

ii) Ordinary Kilometer Stone (Precast) 5.00 Each 2292.00 11460.00

iii) 200 m stone (precast) 20.00 Each 660.00 13200.00

15 9.9 Boundary Pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 72.00 Each 673.00 48456.00

16 11.13 White washing two coats on parapet walls of CD and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 115.20 Sqm 26.00 2995.20

17 9.18 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound as per MoRTH Grade 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:35-1997. The finished surface to be level, uniform and free from streaks and holes. 966.00 SqM 627.00 605682.00

18 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 1.00 Each 18610.00 18610.00

19 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 1.00 Each 14010.00 14010.00

20 9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. 4.00 Each 6626.00 26504.00

21 9.2 A 9.2Cautionary, mandatory, informatory direction and place identification sign boards. A Semi-Reflective Traffic signs up to 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 10.80 SqM 5285.0 57078.00

22 7.6(A) 7.6 Providing and laying reinforced cement concrete pipe NP3 for Culverts/ Buried 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 30.00 M 2928.00 87840.00

23 9.19(A) 9.19 Speed Breaker 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 4.00 Each 22547.00 90188.00

24 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 up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I) Ordinary soil i. Up to 3 m depth 825.000 Cum 394.00 325050.00

25 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. 20.25 Cum 4970.00 100642.50

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 18.00 Cum 5644.00 101592.00

27 7.19 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 1.26 MT 72243.00 91026.18

28 7.8(i) 7.8 Filling in Foundation Trenches as per drawing and technical specification Clause 1108 & 305.3.9 I.Sand filling 67.50 Cum 1200.00 81000.00

29 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) 67.50 Cum 4576.00 308880.00

30 7.18(i) 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 I. P.C.C grade M 15 (Nominal mix (1:2.5:5) 810.00 Cum 4839.00 3919590.00

31 7.23(i) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I)Granular material 237.00 Cum 1032.00 244584.00

Total Amount 26324764

Say Rs. 263.248 Lakhs 310.6322162

BT Rate Amount CC Rate Amount Total Amount 11.982664

1 Maintenance of Road for Ist Year after Construction 4.83 24000 115920 0.200 20500.00 4100 120020

2 Maintenance of Road for IInd Year after Construction 4.83 26000 125580 0.200 20500.00 4100 129680

3 Maintenance of Road for IIIrd Year after Construction 4.83 32000 154560 0.200 20500.00 4100 158660

4 Maintenance of Road for IVth Year after Construction 4.83 48000 231840 0.200 20500.00 4100 235940

5 Maintenance of Road for Vth Year after Construction 4.83 76000 367080 0.200 20500.00 4100 371180

Maintenance Cost 1015480

Say Rs. Maintenance 10.15 Lakh

TOTAL COST FOR CONSTRUCTION AND MAINTENANCE 273.402 Lakh

ADD 18% GST 49.21 Lakh

TOTAL COST 322.62 Lakh

Sub Engineer Assistant Engineer Executive Engineer

PIU-1, CGRRDA, Rajnandgaon PIU-1, CGRRDA, Rajnandgaon PIU-1, CGRRDA, Rajnandgaon