NIT 1170 Construction & Maintenance of PMGSY Road Balance work PKG No CG03 26 District-Bijapur

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BILL OF QUANTITY

Pradhan Mantri Gram Sadak Yojna, Chhattisgarh

Sanctioned Road in Phase-VIII, Year 2007-08

Name of District- West Bastar, Bijapur (C.G.) Block: Bhairamgarh

PIU Name & No. - Project Impelementation Unit , Pradhan Mantri Gram Sadak Yojana Bijapur

Package No. : CG-03-26

S. No. BOQ Item ID BOQ Description Name of Road Bhairamgarh Bijapur Road Km. 12.00 to Kotrapal

UOM Rate Qauntity Exucuted QTY Balance QTY Amount

1 2.1 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. By Manual Means Sqm 0.81 72000.00 59560.00 12440.00 10076.40

2 3.2 (i) 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 60.00 1350.00 0.00 1350.00 81000.00 991.28

(ii) Deduct if Vibratory roller not used Cum 9.00 0.00 0.00 0.00

3 3.14 (i) Surface Drains in Soil 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 40.00 3000.00 0.00 3000.00 120000.00 1600

4 3.4 (i) Excavation in Cutting in Soil with lead upto 50 m 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 76.00 1800.00 0.00 1800.00 136800.00 1321.7

5 3.3 (ii) Construction of Embakment 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 Cum 152.00 23645.38 6284.99 17360.39 2638779.28 5291.61

(ii) Deduct if Vibratory roller not used Cum 9.00 0.00 0.00 0.00

6 3.11 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 176.00 2790.00 1125.30 1664.70 292987.20 930

(i) Deduct if motar grader not used Cum 9.00 0.00 0.00 0.00

(ii) Deduct if vibratory roller not used Cum 8.00 0.00 0.00 0.00

7 4.1 (A) (iii) Granular Sub-base with Well Graded Material (Table 400.1) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Having CBR value moer than 20% (A) Crust Stone Matetials Cum 820.00 3833.44 1470.15 2363.29 1937897.80 1313.44

8 4.8 Construction of hard shoulders as per Technical Specification Clause 407. Hard Shoulders Construction of hard shoulder with granular material having CBR value not less than 15 including all leads & lift, watering & compaction with smooth wheeled roller to achieve the desired density as per technical specification clause 407 & 401. Cum 358.00 4200.00 547.40 3652.60 1307630.80 1400

9 6.1(I) Cement Concrete 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 eveling 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, 0.00 0.00

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 6126.00 3780.00 893.20 2886.80 17684536.80 1260

10 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 4667.00 6.48 6.48 30242.16

11 9.2(A) 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 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 5308.00 8.64 8.64 45861.12

12 9.15 Providing and fixing 'Citizen 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 14015.00 2 2.00 28030.00

13 9.14(A)(ii) Providing and Fixing Informtory and Logo Board of PMGSY Project (A) Providing typical PMGSY 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. (ii) PCC/RCC Each 9662.00 2 2.00 19324.00

14 9.14(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 14930.00 3 3.00 44790.00

15 10.8 (i) 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 i) 5th Kilometre Stone (precast) Each 2029.00 1 1.00 2029.00

16 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 (precast) Each 2154.00 7 0 7.00 15078.00

17 9.8(III) 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 iii) 200 m Stone (precast) Each 449.00 24 0 24.00 10776.00

18 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 Each 489.00 60 0 60.00 29340.00

19 7.6© Providing and Laying Cement Concrete Pipe NP4 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 excavation, providing & laying of first class bedding, backfilling, etc complete as per drawings & specifications. (C) 450 mm dia M 1961.00 112.50 0.00 112.50 220612.50 22.5

20 7.1(I) Excavation for Structures Earthwork in excavation for structures 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 161.00 335.74 335.74 54054.14

21 7.10(II) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15, (ii) Nominal mix 1:2:5:5 Cum 3899.00 226.04 226.04 881329.96

22 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, (i) Nominal mix (1:2.5:5) Cum 4031.00 245.97 245.97 991505.07

23 12.6 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MT 50749.00 4.09 4.09 207563.41

24 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. 276.00 109.60 109.60 30249.60

25 12.10 (I) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (I) Granular material Cum 433.00 335.74 335.74 145375.42

26 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 1337.00 108.70 108.70 145331.90

27 13.1 (II) Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (I). R.C.C grade M 25 (Design mix) Cum 3708.00 30.97 30.97 114836.76

28 7.27(III) Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (I). R.C.C grade M 30 (Design mix) Cum 6796.00 12.78 12.78 86852.88

29 7.41 (II) Filler Joint II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications RM 193.00 115.40 115.40 22272.20

30 14.5 (i) Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder Cum 650.00 74.40 74.40 48360.00

31 10.5 (II) Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (II) Cement concrete blocks of size as per Table 1300.2 cast in cement concrete of grade M 15, a) Concrete grade M 15 Cum 3811.00 99.60 99.60 379575.60

32 7.41 (III) Filler Joint Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications RM 154.00 115.40 115.40 17771.60

Total of Construction work 27780869.60

1 1 Maintenance of Road for First Year Km. 20000 6.00 120000.00

2 2 Maintenance of Road for Second Year Km. 30000 6.00 180000.00

3 3 Maintenance of Road for Third Year Km. 60000 6.00 360000.00

4 4 Maintenance of Road for Fourth Year Km. 80000 6.00 480000.00

5 5 Maintenance of Road for Fifth Year Km. 120000 6.00 720000.00

Total of Maintenance work 1860000.00

Grand Total 29640869.60

Say Rs. 296.41 Lakhs

Executive Engineer cum Member Secretay

Project Implementation Unit No. -01

Pradhan Mantri Gram Sadak Yojana Bijapur

District West Bastar, Bijapur

BILL OF QUANTITY

Pradhan Mantri Gram Sadak Yojna, Chhattisgarh

Sanctioned Road in Phase-VIII, Year 2007-08

Name of District- West Bastar, Bijapur (C.G.) Block: Bhairamgarh

PIU Name & No. - Project Impelementation Unit , Pradhan Mantri Gram Sadak Yojana Bijapur Length 6.00

Name of Road- 1- Balance work of Bhairamgarh Bijapur Road Km. 12.00 to Kotrapal Length 3.00

2- Balance work of Bhairamgarh Bijapur Road Km. 05 to Tindoli

Package No. : CG-03-26 SOR 01-09-14

S. No. BOQ Item ID BOQ Description Unit Rate Qauntity Exucuted QTY Balance work of Bhairamgarh Bijapur Road Km. 12.00 to Kotrapal Balance work Bhairamgarh Bijapur Road Km. 05 to Tindoli Total

Balance QTY Amount Balance QTY Amount Balance QTY Amount

1 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 0.81 72000.00 59560.00 3000.00 2430.00 300.00 243.00 3300.00 2673.00

2 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 60.00 1350.00 0.00 1350.00 81000.00 200.00 12000.00 1550.00 93000.00

3 3.8 (i) Surface Drains in Soil (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 40.00 3000.00 0.00 3000.00 120000.00 2700.00 108000.00 5700.00 228000.00

4 3.5 (I) Excavation in Cutting in Soil By menual 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 76.00 1800.00 0.00 900.00 68400.00 300.00 22800.00 1200.00 91200.00

5 3.4 (i) Construction of Embakment 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 Cum 152.00 23645.38 6284.99 11529.00 1752408.00 110.40 16780.80 11639.40 1769188.80

6 3.12 (b) 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 176.00 2790.00 1125.30 3862.50 679800.00 1860.00 327360.00 5722.50 1007160.00

7 4.1 (B) Granular Sub-base with Well Graded Material (Table 400.1) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Having CBR value moer than 20% (A)Crushed stone materials. Cum 820.00 3833.44 1470.15 3189.38 2615287.50 18.23 14948.60 3207.61 2630236.10

8 6.1(I) Cement Concrete 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 eveling 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 5097.00 3780.00 893.20 3600.00 18349200.00 240.00 1223280.00 3840.00 19572480.00

9 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 4667.00 6.48 6.48 30242.16 3.24 15121.08 9.72 45363.24

10 9.2(A) 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 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 5308.00 8.64 8.64 45861.12 8.64 45861.12 17.28 91722.24

11 9.15 Providing and fixing 'Citizen 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 14015.00 2 2.00 28030.00 2.00 28030.00 4.00 56060.00

12 9.14(A)(ii) Providing and Fixing Informtory and Logo Board of PMGSY Project (A) Providing typical PMGSY 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. (ii) PCC/RCC Each 9662.00 2 2.00 19324.00 2.00 19324.00 4.00 38648.00

13 9.14(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 14930.00 3 3.00 44790.00 2.00 29860.00 5.00 74650.00

14 9.8 (i) 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 i) 5th Kilometre Stone (precast) Each 3605.00 1 1.00 3605.00 0.00 0.00 1.00 3605.00

15 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 (precast) Each 2154.00 7 0 7.00 15078.00 4.00 8616.00 11.00 23694.00

16 9.8(III) 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 iii) 200 m Stone (precast) Each 449.00 24 0 24.00 10776.00 12.00 5388.00 36.00 16164.00

17 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 Each 489.00 60 0 60.00 29340.00 30.00 14670.00 90.00 44010.00

18 7.6© Providing and Laying Cement Concrete Pipe NP4 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 excavation, providing & laying of first class bedding, backfilling, etc complete as per drawings & specifications. (C) 450 mm dia M 1961.00 112.50 0.00 112.50 220612.50 37.50 73537.50 150.00 294150.00

19 7.1(I) Excavation for Structures Earthwork in excavation for structures 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 161.00 335.74 335.74 54054.14 19.35 3115.35 355.09 57169.49

20 7.10(II) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15, (ii) Nominal mix 1:2:5:5 Cum 3899.00 226.04 226.04 881329.96 49.71 193819.29 275.75 1075149.25

21 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, (i) Nominal mix (1:2.5:5) Cum 4031.00 245.97 245.97 991505.07 95.50 384960.50 341.47 1376465.57

22 7.13 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MT 59032.00 4.09 4.09 241440.88 3.74 220779.68 7.83 462220.56

23 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. 276.00 109.60 109.60 30249.60 77.00 21252.00 186.60 51501.60

24 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (I) Granular material Cum 654.00 335.74 335.74 219573.96 230.05 150452.70 565.79 370026.66

25 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 1337.00 108.70 108.70 145331.90 86.81 116064.97 195.51 261396.87

26 7.18 (IV) Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (I). R.C.C grade M 25 (Design mix) Cum 5061.00 30.97 30.97 156739.17 4.74 23989.14 35.71 180728.31

27 7.27(III) Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (I). R.C.C grade M 30 (Design mix) Cum 6796.00 12.78 12.78 86852.88 13.84 94056.64 26.62 180909.52

28 7.41 (IV) Filler Joint (IV) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight. RM 24.00 115.40 115.40 2769.60 53.20 1276.80 168.60 4046.40

29 10.5 (I) Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder Cum 1430.00 74.40 74.40 106392.00 76.80 109824.00 151.20 216216.00

30 7.41 (I) Filler Joint (I) Providing and fixing 2 mm thick corrugated copper plate in expansion joint as per drawing and technical specifications Clause 1207.2.2 RM 4298.00 115.40 115.40 495989.20 25.20 108309.60 140.60 604298.80

Total of Construction work 27528412.64 3393720.77 30922133.41

1 1 Maintenance of Road for First Year Km. 30000 6.00 180000.00 3.00 90000.00 9.00 270000.00

2 2 Maintenance of Road for Second Year Km. 40000 6.00 240000.00 3.00 120000.00 9.00 360000.00

3 3 Maintenance of Road for Third Year Km. 70000 6.00 420000.00 3.00 210000.00 9.00 630000.00

4 4 Maintenance of Road for Fourth Year Km. 110000 6.00 660000.00 3.00 330000.00 9.00 990000.00

5 5 Maintenance of Road for Fifth Year Km. 150000 6.00 900000.00 3.00 450000.00 9.00 1350000.00

Total of Maintenance work 2400000.00 1200000.00 3600000.00

Say Rs. 299.28 Lakhs 45.94 Lakhs 345.22 Lakhs

Tender Amount 275.28 33.94 309.22

Maintenace amount 24.00 12.00 36.00

Total (Contract) Amount 378.84 55.75 434.59

BILL OF QUANTITY

Pradhan Mantri Gram Sadak Yojna, Chhattisgarh

Sanctioned Road in Phase-VIII, Year 2007-08

Name of District- West Bastar, Bijapur (C.G.) Block: Bhairamgarh

PIU Name & No. - Project Impelementation Unit , Pradhan Mantri Gram Sadak Yojana Bijapur Legth Legth 6

Name of Road-Bhairamgarh Bijapur Road Km. 12.00 to Kotrapal

Package No. : CG-03-26 SOR SOR 2015

S. No. BOQ Item ID BOQ Description Name of Road Bhairamgarh Bijapur Road Km. 12.00 to Kotrapal

UOM Rate Qauntity Exucuted QTY Balance QTY Amount

1 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 72000.00 59560.00 12440.00 12440.00

2 3.3 (i) 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 71.00 1350.00 0.00 1350.00 95850.00 991.28

(ii) Deduct if Vibratory roller not used Cum 25.00 0.00 0.00 0.00

3 3.8 (i) Surface Drains in Soil (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 54.00 3000.00 0.00 3000.00 162000.00 1600

4 3.5 (I) Excavation in Cutting in Soil By menual 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 96.00 1800.00 0.00 1800.00 172800.00 1321.7

5 3.4 (i) Construction of Embakment 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 Cum 175.00 23645.38 6284.99 18931.63 3313035.25 5291.61

(ii) Deduct if Vibratory roller not used Cum 25.00 0.00 0.00 0.00

6 3.12 (b) 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 250.00 2790.00 1125.30 1946.02 486505.00 930

(i) Deduct if motar grader not used Cum 30.00 0.00 0.00 0.00

(ii) Deduct if vibratory roller not used Cum 25.00 0.00 0.00 0.00

7 4.1 (B) Granular Sub-base with Well Graded Material (Table 400.1) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Having CBR value moer than 20% (A)Crushed stone materials. Cum 1496.00 3833.44 1470.15 2730.82 4085306.72 1313.44

(D) Deduct if motor grader not used Cum 28.00 0.00 0.00 0.00 0.00

(E) Deduct if Vibratory roller not used Cum 17.00 0.00 0.00 0.00 0.00

8 4.12 Construction of hard shoulders as per Technical Specification Clause 407. Hard Shoulders Construction of hard shoulder with granular material having CBR value not less than 15 including all leads & lift, watering & compaction with smooth wheeled roller to achieve the desired density as per technical specification clause 407 & 401. Cum 364.00 4200.00 547.40 3789.45 1379359.80 1400

9 6.1(I) Cement Concrete 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 eveling 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, 0.00 0.00

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 7670.00 3780.00 893.20 2886.80 22141756.00 1260

10 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 5250.00 6.48 6.48 34020.00

11 9.2(A) 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 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 8989.00 8.64 8.64 77664.96

12 9.15 Providing and fixing 'Citizen 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 15767.00 2 2.00 31534.00

13 9.14(A)(ii) Providing and Fixing Informtory and Logo Board of PMGSY Project (A) Providing typical PMGSY 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. (ii) PCC/RCC Each 10870.00 2 2.00 21740.00

14 9.14(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 17910.00 3 3.00 53730.00

15 9.8 (i) 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 i) 5th Kilometre Stone (precast) Each 4000.00 1 1.00 4000.00

16 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 (precast) Each 2334.00 7 0 7.00 16338.00

17 9.8(III) 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 iii) 200 m Stone (precast) Each 476.00 24 0 24.00 11424.00

18 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 Each 544.00 60 0 60.00 32640.00

19 7.6 © Providing and Laying Cement Concrete Pipe NP4 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 excavation, providing & laying of first class bedding, backfilling, etc complete as per drawings & specifications. (C) 450 mm dia M 1270.00 112.50 0.00 112.50 142875.00 22.5

20 7.1(I) Excavation for Structures Earthwork in excavation for structures 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 234.00 335.74 335.74 78563.16

21 7.10(II) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15, (ii) Nominal mix 1:2:5:5 Cum 5705.00 226.04 226.04 1289558.20

22 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, (i) Nominal mix (1:2.5:5) Cum 5412.00 245.97 245.97 1331189.64

23 7.13 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MT 58038.00 4.09 4.09 237375.42

24 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. 436.00 109.60 109.60 47785.60

25 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (I) Granular material Cum 955.00 335.74 335.74 320631.70

26 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 1571.00 108.70 108.70 170767.70

27 7.18 (IV) Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (I). R.C.C grade M 25 (Design mix) Cum 6715.00 30.97 30.97 207963.55

28 7.27(III) Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (I). R.C.C grade M 30 (Design mix) Cum 8997.00 12.78 12.78 114981.66

29 7.41 (IV) Filler Joint (IV) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight. RM 31.00 115.40 115.40 3577.40

30 10.5 (I) Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder Cum 2020.00 74.40 74.40 150288.00

32 7.41 (I) Filler Joint (I) Providing and fixing 2 mm thick corrugated copper plate in expansion joint as per drawing and technical specifications Clause 1207.2.2 RM 6395.00 115.40 115.40 737983.00

Total of Construction work 36965683.76

1 1 Maintenance of Road for First Year Km. 30000 6.00 180000.00

2 2 Maintenance of Road for Second Year Km. 40000 6.00 240000.00

3 3 Maintenance of Road for Third Year Km. 70000 6.00 420000.00

4 4 Maintenance of Road for Fourth Year Km. 110000 6.00 660000.00

5 5 Maintenance of Road for Fifth Year Km. 150000 6.00 900000.00

Total of Maintenance work 2400000.00

Grand Total 39365683.76

Say Rs. 393.66 Lakhs

Executive Engineer cum Member Secretay

Project Implementation Unit No. -01

Pradhan Mantri Gram Sadak Yojana Bijapur

District West Bastar, Bijapur

BILL OF QUANTITY

Pradhan Mantri Gram Sadak Yojna, Chhattisgarh

Sanctioned Road in Phase-VIII, Year 2007-08

Name of District- West Bastar, Bijapur (C.G.) Block: Bhairamgarh

PIU Name & No. - Project Impelementation Unit , Pradhan Mantri Gram Sadak Yojana Bijapur

Name of Road- 1- Balance work of Bhairamgarh Bijapur Road Km. 12.00 to Kotrapal

Package No. : CG-03-26 Length 6.00 SOR

S. No. BOQ Item ID BOQ Description Unit Rate Qauntity Exucuted QTY Balance work of Bhairamgarh Bijapur Road Km. 12.00 to Kotrapal

Balance QTY Amount

1 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 0.81 72000.00 59560.00 3000.00 2430.00

2 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 60.00 1350.00 0.00 1350.00 81000.00

3 3.8 (i) Surface Drains in Soil (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 40.00 3000.00 0.00 3000.00 120000.00

4 3.5 (I) Excavation in Cutting in Soil By menual 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 76.00 1800.00 0.00 900.00 68400.00

5 3.4 (i) Construction of Embakment 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 Cum 152.00 23645.38 6284.99 11529.00 1752408.00

6 3.12 (b) 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 176.00 2790.00 1125.30 3862.50 679800.00

7 4.1 (B) Granular Sub-base with Well Graded Material (Table 400.1) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Having CBR value moer than 20% (A)Crushed stone materials. Cum 820.00 3833.44 1470.15 3189.38 2615287.50

8 6.1(I) Cement Concrete 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 eveling 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 5097.00 3780.00 893.20 3600.00 18349200.00

9 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 4667.00 6.48 6.48 30242.16 2039

10 9.2(A) 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 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 5308.00 8.64 8.64 45861.12

11 9.15 Providing and fixing 'Citizen 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 14015.00 2 2.00 28030.00

12 9.14(A)(ii) Providing and Fixing Informtory and Logo Board of PMGSY Project (A) Providing typical PMGSY 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. (ii) PCC/RCC Each 9662.00 2 2.00 19324.00

13 9.14(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 14930.00 3 3.00 44790.00

14 9.8 (i) 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 i) 5th Kilometre Stone (precast) Each 3605.00 1 1.00 3605.00

15 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 (precast) Each 2154.00 7 0 7.00 15078.00

16 9.8(III) 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 iii) 200 m Stone (precast) Each 449.00 24 0 24.00 10776.00

17 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 Each 489.00 60 0 60.00 29340.00

18 7.6© Providing and Laying Cement Concrete Pipe NP4 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 excavation, providing & laying of first class bedding, backfilling, etc complete as per drawings & specifications. (C) 450 mm dia M 1961.00 112.50 0.00 112.50 220612.50

19 7.1(I) Excavation for Structures Earthwork in excavation for structures 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 161.00 335.74 335.74 54054.14

20 7.10(II) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15, (ii) Nominal mix 1:2:5:5 Cum 3899.00 226.04 226.04 881329.96

21 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, (i) Nominal mix (1:2.5:5) Cum 4031.00 245.97 245.97 991505.07

22 7.13 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MT 59032.00 4.09 4.09 241440.88

23 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. 276.00 109.60 109.60 30249.60

24 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (I) Granular material Cum 654.00 335.74 335.74 219573.96

25 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 1337.00 108.70 108.70 145331.90

26 7.18 (IV) Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (I). R.C.C grade M 25 (Design mix) Cum 5061.00 30.97 30.97 156739.17

27 7.27(III) Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (I). R.C.C grade M 30 (Design mix) Cum 6796.00 12.78 12.78 86852.88

28 7.41 (IV) Filler Joint (IV) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight. RM 24.00 115.40 115.40 2769.60

29 10.5 (I) Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder Cum 1430.00 74.40 74.40 106392.00

30 7.41 (I) Filler Joint (I) Providing and fixing 2 mm thick corrugated copper plate in expansion joint as per drawing and technical specifications Clause 1207.2.2 RM 4298.00 115.40 115.40 495989.20

Total of Construction work 27528412.64

1 1 Maintenance of Road for First Year Km. 30000 6.00 180000.00

2 2 Maintenance of Road for Second Year Km. 40000 6.00 240000.00

3 3 Maintenance of Road for Third Year Km. 70000 6.00 420000.00

4 4 Maintenance of Road for Fourth Year Km. 110000 6.00 660000.00

5 5 Maintenance of Road for Fifth Year Km. 150000 6.00 900000.00

Total of Maintenance work 2400000.00

Grand Total 29928412.64

Say Rs. 299.28 Lakhs

BILL OF QUANTITY

Pradhan Mantri Gram Sadak Yojna, Chhattisgarh

Sanctioned Road in Phase-VIII, Year 2007-08

Name of District- West Bastar, Bijapur (C.G.) Block: Bhairamgarh

Name of Road- 1- Balance work of Bhairamgarh Bijapur Road Km. 12.00 to Kotrapal

Package No. : CG-03-26 Length 6.00 SOR

S. No. BOQ Item ID BOQ Description Unit Rate Balance work of Bhairamgarh Bijapur Road Km. 12.00 to Kotrapal

Balance QTY Amount

1 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 0.81 570.00 461.70

2 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 60.00 0.00 0.00

3 3.8 (i) Surface Drains in Soil (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 40.00 0.00 0.00

4 3.5 (I) Excavation in Cutting in Soil By menual 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 76.00 0.00 0.00

5 3.4 (i) Construction of Embakment 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 Cum 152.00 443.92 67475.99

6 3.12 (b) 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 176.00 4080.00 718080.00 2040 6120.00

7 4.1 (B) Granular Sub-base with Well Graded Material (Table 400.1) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Having CBR value moer than 20% (A)Crushed stone materials. Cum 820.00 931.43 763772.60 #REF! 750 931.43 763772.6

8 6.1(I) Cement Concrete 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 eveling 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, 0.00 0.00

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 5097.00 3573.00 18211581.00 3000 600 3058200

9 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 4667.00 6.48 30242.16

10 9.2(A) 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 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 5308.00 8.64 45861.12

11 9.15 Providing and fixing 'Citizen 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 14015.00 2.00 28030.00

12 9.14(A)(ii) Providing and Fixing Informtory and Logo Board of PMGSY Project (A) Providing typical PMGSY 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. (ii) PCC/RCC Each 9662.00 2.00 19324.00

13 9.14(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 14930.00 2.00 29860.00

14 9.8 (i) 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 i) 5th Kilometre Stone (precast) Each 3605.00 2.00 7210.00

15 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 (precast) Each 2154.00 5.00 10770.00

16 9.8(III) 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 iii) 200 m Stone (precast) Each 449.00 24.00 10776.00

17 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 Each 489.00 60.00 29340.00

18 7.6© Providing and Laying Cement Concrete Pipe NP4 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 excavation, providing & laying of first class bedding, backfilling, etc complete as per drawings & specifications. (C) 450 mm dia M 1961.00 97.50 191197.50

19 7.1(I) Excavation for Structures Earthwork in excavation for structures 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 161.00 181.22 29176.42

20 7.10(II) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15, (ii) Nominal mix 1:2:5:5 Cum 3899.00 133.44 520270.86

21 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, (i) Nominal mix (1:2.5:5) Cum 4031.00 188.65 760436.06

22 7.13 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MT 59032.00 4.09 241440.88

23 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. 276.00 109.60 30249.60

24 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (I) Granular material Cum 654.00 0.00 0.00

25 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 1337.00 108.70 145331.90

26 7.18 (IV) Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (I). R.C.C grade M 25 (Design mix) Cum 5061.00 30.97 156739.17

27 7.27(III) Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (I). R.C.C grade M 30 (Design mix) Cum 6796.00 12.78 86852.88

28 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 9612.00 0.00 0.00 225

29 7.41 (IV) Filler Joint (IV) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight. RM 24.00 115.40 2769.60

30 10.5 (I) Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder Cum 1430.00 74.40 106392.00

31 7.41 (I) Filler Joint (I) Providing and fixing 2 mm thick corrugated copper plate in expansion joint as per drawing and technical specifications Clause 1207.2.2 RM 4298.00 115.40 495989.20

Total of Construction work 22739631 30860907.64

1 1 Maintenance of Road for First Year Km. 30000 6.00 180000.00 #REF!

2 2 Maintenance of Road for Second Year Km. 40000 6.00 240000.00

3 3 Maintenance of Road for Third Year Km. 70000 6.00 420000.00

4 4 Maintenance of Road for Fourth Year Km. 110000 6.00 660000.00

5 5 Maintenance of Road for Fifth Year Km. 150000 6.00 900000.00

Total of Maintenance work 2400000.00