NIT 1182 Construction & Maintenance of PMGSY Road Balance work PKG No CG 08-215 B District-Kanker

PRADHAN MANTRI GRAM SADAK YOJANA

PIU-02 CGRRDA Bhanupratappur, Kanker (CG)

Name Of Road :- Main Road L-044 To RajamundA Block : Koelibeda

Package No. :- CG-08-215 PART B Distt : Kanker

Length of the Road 3.50 Km

Sr. No Item No Particular Of Item Unit Rate Total

1 2.1 Setting Out Setting Out work complete with construction of bench mark (Min 1 per km) working benchmark (Min 4 per km) Km. 17962.00 0.1500 2694.00

2 2.2 Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish Sqm. 1.00 800.0000 800.00

3 3.2 Compacting Original Ground / Existing Embankment Loosening, Levelling and Compacting original ground/existing embankment/supporting embankment Cum. 25.00 135.0000 3375.00

4 3.4 (II) Construction of Embankment with Material Obtained from Pits Construction of embankment with approved material Earth Work Summary Sheet (J) Cum. 211.00 65.4110 13802.00

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 Cum. 78.00 90.9890 7097.00

6 3.3 (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. 66.00 660.0390 43563.00

7 4.1(a) Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) (A) By Mix in Place Method 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 wiheel rollers to achieve the desired density, complete as per Technical Specification Clause 401. CBR>20 (iii) For Grading III Material Cum. 780.00 654.0220 510137.00

8 7.1 Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out,(i)Ordinary soil (i) Upto 3 m depth Cum. 304.00 51.7240 15724.00

9 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) 600mm Dia Rm 3514.00 10.0000 35140.00

10 7.10 (i) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (i)P.C.C grade M 10(Nominal mix (1:3:6) Cum. 4378.00 3.1820 13930.00

11 7.10 (ii) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (ii)P.C.C grade M 15(Nominal mix (1:2.5:5) Cum. 4477.00 61.8010 276683.00

12 7.3 (i) Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) Nominal mix (1:2:5:5) Cum. 4336.00 0.1300 564.00

13 7.4 (B) Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry (B) 1000 mm dia Rm 5558.00 15.0000 83370.00

14 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) PCC grade M 15 Nominal mix (1:2.5:5) Cum. 4618.00 14.2400 65760.00

15 7.23 (i) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material Cum. 878.00 57.8900 50827.00

16 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 Each 287.00 2.0000 574.00

17 7.27 (I) 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 20 (i) For nominal mix 1:2:4 Cum. 5862.00 12.0800 70813.00

18 7.29 Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MT 66856.00 0.7420 49607.00

19 7.27 (II) Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (II)R.C.C. grade M 25 (Design Mix) Cum. 6268.00 0.1000 627.00

20 3.12 (a) Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material (Granular material having CBR not less than 7) btained 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. 216.00 1382.4590 298611.00

21 4.7 (3) WBM Grading -3 Providing, laying, spreading and compacting mechanically crushed stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. Cum. 1816.00 293.4250 532860.00

22 3.12 (b) Construction of Subgrade and Earthen Shoulders 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.Besides W.B.M. Cum. 240.00 952.1860 228525.00

23 5.1 Prime Coat (Low Porosity) Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 Sqm. 52.00 10808.0730 562020.00

24 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. 16.00 10808.0730 172929.00

25 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 (VG30) Sqm. 146.00 10808.0730 1577979.00

26 5.5 Case II (II) Seal Coat By Mechanical Means 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 Type B (II) Bitumen (VG30) Sqm. 52.00 10808.0730 562020.00

27 3.8 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 76.00 2800.0000 212800.00

28 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. 5675.00 6.4800 36774.00

29 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. 5600.00 3.2400 18144.00

30 9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. Each 7951.00 3.0000 23853.00

31 9.8 (II) Kilometre Stones & Boundary Pillar 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 2633.00 5.0000 13165.00

32 9.8 (III) Kilometre Stones & Boundary Pillar 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 556.00 14.0000 7784.00

33 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 620.00 160.0000 99200.00

34 6.5 Construction of Plain Cement Concrete Drain with P.C.C. grade M-15 including all shuttering/form work etc. complete as per drawings/technical specification and direction of engineer in charge. Cum. 4573.00 8.5500 39099.00

35 7.6 (D) Providing & Laying Cement Concrete Pipe NP3 on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets as per clause 1106 .(D) 300 mm Dia. Rm. 1355.00 25.0000 33875.00

TOTAL CONSTRUCTION :- 5664725.00

Adding 18% GST 1019650.50

TOTAL CONST.+GST :- 6684375.50

TOTAL MAINTENANCE :- 1400000.00

Adding 18% GST 252000.00

TOTAL MAINT.+GST :- 1652000.00

GRAND TOTAL :- 8336375.50

Say Rs in Lacs ₹ 83.36