NIT 1121 Construction & Maintenance Road , SCA Fund, PKG No Mutvendi to Mutvendi (Vanagram)

BILL OF QUANTITY

Name of District -BIJAPUR

NAME OF ROAD:-Mutwendi Camp To Mutwendi (Van gram) Block :- Bijapur

S.No. SOR Item ID BOQ Description UOM Rate Mutwendi Camp To Mutwendi (Van gram)

Length - 0.5 Km

Quantity Amount

1 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 20955.00 0.500 10477.50

2 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 1.00 2550.00 2550.00

3 2.3 Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (A) In area of non-thorny jungle Sqm 7.00 2600.00 18200.00

4 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 88.00 400.00 35200.00

5 3.5 (i) Excavation in Cutting in Soil by Manual/Machinery means Excavation for roadway in soil for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 Cum 91.00 38.85 3535.35

6 3.3 (i) Construction of Embankment with Material Obtained from Roadway Cutting 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 77.00 38.85 2991.45

7 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 300 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. 29.00 748.50 21706.50

8 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 246.00 1656.38 407468.25

9 3.12 (a) Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material (Granular material having CBR more 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. Cum. 252.00 332.25 83727.00

10 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 280.00 340.15 95242.00

11 4.1 (a) Construction of granular sub-base by providing well graded material having CBR 20 or more, (d) 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 910.00 312.86 284704.88

12 4.1 (d) 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 1610.00 0.00 0.00

12 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 2069.00 297.41 615346.46

13 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 60.00 1931.25 115875.00

14 5.2 (iii) 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. Sqm 18.00 1931.25 34762.50

15 5.3 (ii 20mm thick Open-Graded Premix Carpet using Bituminous (VG/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/ 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 171.00 1931.25 330243.75

16 5.5 Case-II 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, Viscocity grade (VG) Bitumen specification as per IS 73:2006 (II) Bitumen (VG-30) Sqm 60.00 1931.25 115875.00

17 3.7 Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 cum 98.00 0.00 0.00

18 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. 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 7136.00 0.00 0.00

19 9.2 A Semi-Reflective Traffic signs upto 0.90 sqm 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 6621.00 1.62 10726.02

20 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 6534.00 2.16 14113.44

21 9.14 (A) (ii) Providing and Fixing Informtory and Logo Board of MMGSVY Project (A) Providing typical MMGSVY informatory & logo board as per approved drawing & specifications, painted with enamel paint on both side of board, lettering, figuring, printing arrows, border, etc with ready mix synthetic enamel paint of superior quality in required shed & colours. PCC/RCC Each 13527.00 0.00 0.00

22 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 19249.00 1.00 19249.00

23 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 19621.00 1.00 19621.00

24 9.16 Providing and Fixing MMGSY Logo Board Providing and fixing of typical " logo Board" with Logo as per MoRD specifications & drawings, Each 9276.00 1.00 9276.00

25 9.8(ii) Kilometre Stones 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 Ordinary Kilometer Stone (Precast) Each 3072.00 1.00 3072.00

26 9.8(iii) Kilometre Stones 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 200 m stone (precast) Each 648.00 2.00 1296.00

27 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 661.00 35.00 23135.00 22.78

28 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 846.00 0.00 0.00 1.5M 3.M 6 M 1000 MM TOE WALL

29 7.1(I) Excavation for Structures Earthwork in excavation for structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material & disposal up to a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary Soil (i) Up to 3 m depth Cum 354.00 101.56 35952.81 154.608 194.49 163.51 47.1808 254.8

30 7.3(II) Laying (First Class Bedding) well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Cum 1275.00 5.95 7588.80 0 0 0 2.976

31 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 M 4099.00 3.60 14756.40 0 0 0 0

32 7.8 (I) Filling in Foundation Trenches as per drawing and technical specification Clause 1108 & 305.3.9 Sand filling Cum 1275.00 6.72 8567.08 15.21 17.92 19.86 1.55964

33 7.10 (I) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802,803,1202 & 1203 P.C.C. grade M 10 (I) Nominal mix 1:3:6 Cum 5107.00 35.95 183606.86 12.975 15.18 26.74 2.976 36.4

34 7.10 (II) Providing concrete for plain/reinforced concrete in open foundations 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) (Pier Wall) Cum 5223.00 0.00 0.00

35 7.18 (I) Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specification Clause 802,804,805,806,807,1202 & 1204 For height up to 5m P.C.C. grade M 15 Cum 5387.00 71.72 386371.60 100.3722 133.20 139.90 35.861480949 249.60

36 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 IV:20H towards drawing face complete as per drawings and technical specification Clause 614,709,1204.3.7 Nos. 335.00 0.00 0.00 16.00 30.00 54.00 40

37 7.23 (I) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material Cum 1025.00 0.00 0.00 0 0 33.21 62.40

38 6.6 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 3459.00 0.00 0.00 0 0

39 7.18 (III) 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 III. R.C.C. grade M 20 cover slab of drain Cum 6336.00 0.00 0.00 0 0

40 7.19 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MT 75072.00 0.00 0.00 0 0

41 7.23 (II) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (II) Sandy Material Cum 1603.00 0.00 0.00 67.90 91.47 0

42 7.27 (II) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 (II). R.C.C grade M 25 (Design mix) Cum 7312.00 0.00 0.00 6.82375 12.22 29.84

43 7.28 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clause 1002,1005,1010 & 1202. Tonne 76384.00 0.00 0.00 0.55806908 2.49 3.13

44 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 1807.00 0.00 0.00 14.22 18.50 33.37

45 7.41 Filler Joint (II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications Rm 431.00 0.00 0.00 15 15.00 15.00

46 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 162.00 29.00 4698.00 42.50 75.92 102.64 50.02

47 7.5 Laying Reinforced Cement Concrete Pipe NP4 as per technical specification Clause 1402.6 Providing and laying reinforced cement concrete pipe NP4 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. 1000MM R.M. 6775.00 15.00 101625.00

48 7.44 Providing and laying parapet with PCC M 15 as per drawing & technical specifications Clauses 800 and 1208.4 II. Nominal mix (1:2.5:5) CuM 5387.00 0.00 0.00

Total of Construction work 3021582.73 56473343.84 21.6 2.4

TOTAL COST (SAY LAKH ) 30.22 30.23 48.24

Maintenance of Road 18.288

(iii) 3rd Year @ 70000 Rs/KM Per Year 70000 0.500 35000

(iv) 4th Year @ 110000 Rs/KM Per Year 110000 0.500 55000

(v) 5th Year @ 150000 Rs/KM Per Year 150000 0.500 75000

Total of Maintenance Cost 200000

Total Maintenance Cost In Lakh In Lakh 2.00

Total (Construction + Maintenance) In Lakh 3221582.73

GRAND TOTAL In Lakh 38.01