NIT 1110 Construction & Maintenance Road Under PMGSY-IV PKG No CG21-112 District-Balod

PRADHAN MANTRI GRAM SADAK YOJANA PMGSY-IV 2025-26

BILL OF QUANTITY

Total No. of Roads :- 0 4 Name of District :- Balod

Total Length :- 5.14 Name of Block :- Dondi and Dondilohara

Package No :- CG21-112

S.NO SOR Item No. BOQ Description Unit Rate L 277 SH-05 To Kariyatola (Shikaritola) (Length-1.19km) L 114 Pichchetola Jabkasa Road To Petechuwa Kurmipeti (Length-1.70km) L 225 Singhola To Sugadiguhan (Length- 1.57km) L 292 Main Road To Nagutola (Length- 0.68km) Total

Quantity Amount (Rs.) Quantity Amount (Rs.) Quantity Amount (Rs.) Quantity Amount (Rs.) Total Quantity Amount (Rs.)

1 2.1 Setting Out 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 centre line, setting out curves and recording of centre line levels and other required levels and distances etc. including setting out of crossdrainage structures & bridges with required reference pillars and marking etc. as directed by Engineer-in-Charge. Km 13949 1.19 16599.31 1.70 23713.30 1.57 21899.93 0.68 9485.32 5.14 71697.86

2 2.2 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 2 4284.00 8568.00 6120.00 12240.00 5652.00 11304.00 2448.00 4896.00 18504.00 37008.00

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 4760.00 33320.00 6800.00 47600.00 6280.00 43960.00 2720.00 19040.00 20560.00 143920.00

4 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 150 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 25 823.50 20587.50 1390.50 34762.50 1278.00 31950.00 378.00 9450.00 3870.00 96750.00

5 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 all lift and lead of 50 m as per Technical Specification Clause 307. Cum 99 515.67 51051.00 736.67 72930.00 680.33 67353.00 294.67 29172.00 2227.33 220506.00

6 3.5 (ii) 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. 85 458.80 38998.00 947.84 80566.19 485.61 41277.06 605.83 51495.13 2498.07 212336.38

7 3.3 Construction of Embankment with Material Obtained from Roadway Cutting (i) Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 Cum. 63 1087.40 68506.37 1648.41 103850.07 1060.93 66838.33 958.19 60365.82 4754.93 299560.59

8 3.4 Construction of Embankment with Material Obtained from Pits Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 (Beyond 250m)with all leads as per Technical Specification Clause 301.5(Having CBR more than 5) Cum. 222 5945.91 1319991.15 9161.77 2033912.10 6864.33 1523882.19 1884.04 418256.33 23856.04 5296041.77

9 3.12 (a) Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 7) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.For Item No.3.12(a) & (b) Cum 192 3703.68 711105.98 6066.89 1164843.12 5547.50 1065120.08 1803.12 346198.18 17121.18 3287267.36

10 3.12 (b) Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 10) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.(To be used for side shoulder WBM) Cum 223 460.18 102619.03 660.22 147229.67 609.74 135972.41 264.65 59016.95 1994.79 444838.06

11 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. (a) Construction of granular sub-base by providing well graded material having CBR 20 or more, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401. For Grading mentioned in table 400.1 (Grading III) Cum 1772 564.02 999449.20 826.15 1463944.67 722.69 1280602.47 289.54 513068.42 2402.41 4257064.76

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. 1887 578.65 1091909.25 872.78 1646934.92 783.85 1479121.65 281.93 532000.97 2517.21 4749966.78

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. 62 3529.53 218830.86 5892.03 365305.86 5423.28 336243.36 1673.28 103743.36 16518.12 1024123.44

14 5.2 (iii) Tack Coat (iii) 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. 21 3529.53 74120.13 5892.03 123732.63 5423.28 113888.88 1673.28 35138.88 16518.12 346880.52

15 5.13 20mm thick Open-Graded Premix Carpet using Bituminous Binder Mixing with processed Waste plastic (as per IRC:SP:98-2013) by replacement of 8% Bitumen binder by weight. Providing, laying and rolling of 20mm thick open-graded premix carpet (Thickness not less than 20 mm at any place) composed of 13.2 mm graded aggregate size @ 0.18 cum per 10 sqm & 11.2 mm graded aggregate size @ 0.09 cum per 10 sqm using with bitumenous binder @13.43Kg per 10 sqm (i.e. 92% of standard Bitumen and 8% waste processed plastic by weight shall be used for coating aggregate after its heating) as per IRC:SP:98-2013, laying 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 as per Technical Specification Clause 508 to be followed by seal coat of either Type A , Type B or Type C as per Technical Specification. Sqm. 170 3529.53 600020.10 5892.03 1001645.10 5423.28 921957.60 1673.28 284457.60 16518.12 2808080.40

16 5.5 Case II (B) 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 Case - II : Type B (II)Bitumen (VG-30) Sqm. 60 3529.53 211771.80 5892.03 353521.80 5423.28 325396.80 1673.28 100396.80 16518.12 991087.20

17 6.1 (ii) 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. 5889 0.00 0.00 56.25 331256.25 0.00 0.00 0.00 0.00 56.25 331256.25

18 6.8 Construction of Panel concrete Construction of Panel concrete, 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 a 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 vibratos and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, admixture as approved, curing of concrete slabs for 14 days. Curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification Clause 1501. PCC Grade M-30 Each Panel (0.5 m x0.5m to 1.00m x 1.00m) thickness 100 mm. Cum. 6048 103.13 623700.00 30.00 181440.00 56.25 340200.00 41.25 249480.00 230.63 1394820.00

19 9.21 (B) Retro-Reflective Traffic signs Direction and place identification signs up to 0.9 Sqm. sisn board Providing and erecting direction and place identification of Retro reflective sheeting classs A/ class B sign boards type IV 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 MORI) specifications ofrequired shade and colour. Supported and welded on two nos.47 mm x 47 mm of 12 SWG square tube of 3050 mm height duty 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 mmr 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 Sqm. 6244 7.08 44207.52 10.03 62627.32 9.44 58943.36 4.13 25787.72 30.68 191565.92

20 9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. Each 6626 3.00 19878.00 3.00 19878.00 3.00 19878.00 2.00 13252.00 11.00 72886.00

21 9.21 (A) A typical design of PMGSY informatory Sign Board is shown in fig. 1700.1 The specification and installation details ofthe typical sign board are given below: (i)The board will be a composite unit consisting of three plates of Alumininm Composite Materials (ACM), material specifications are per Clause 1701.3.7 The top most plate will be in diamond shape of 600 mn x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size on back on edges. The middle plate will be 1200 mm 150 mm size riveted over welded rvr.s. angle iron frame of 25 mm x 25 nm x 5 mm size on back on edges. The main Iower most plate wiII be 1500 mn x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG ) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate wilt be flushed with the top of 75 nm dia medium steel tube posts and these posts will be embedded in cement concrete M 15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower nost plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. (ii) The lettering and borders etc. of middle and bottom plate, pMGSy logo on top plates shall be as per clause 1701.4.6 messages/Borders. All the section of frame and posts will be painted with primer and two coats of Epoxy paint The steel tube below ground level will be painted with three coats of Epoxy paint The design, painting and lettering shall be done as per approved drawing. (iii) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. (iv) A reference number along with the month and year of installation should be placed on the back of a sing in a contrasting colour or by stamping in characters not exceeding 50 mm in height. Each 17699 1.00 17699.00 1.00 17699.00 1.00 17699.00 1.00 17699.00 4.00 70796.00

22 9.15 (A) 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 14010 2.00 28020.00 2.00 28020.00 2.00 28020.00 2.00 28020.00 8.00 112080.00

23 9.8 (ii) Kilometer Stone Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (II) Ordinary Kilometer Stone (Precast) Each 2292 3.00 6876.00 3.00 6876.00 3.00 6876.00 2.00 4584.00 11.00 25212.00

24 9.8 (iii) Kilometer Stone Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (III) 200 m stone (precast) Each 660 4.00 2640.00 7.00 4620.00 6.00 3960.00 3.00 1980.00 20.00 13200.00

25 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 673 12.00 8076.00 17.00 11441.00 16.00 10768.00 7.00 4711.00 52.00 34996.00

26 9.17 Guard Stone 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 525 23.00 12075.00 34.00 17850.00 31.00 16275.00 14.00 7350.00 102.00 53550.00

27 9.18 Road marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes.) Sqm 627 219.60 137689.20 370.80 232491.60 369.20 231488.40 100.80 63201.60 1060.40 664870.80

28 9.19 (A) Speed Braker Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as directed by engineer in charge as per relevant clauses of MORD specifications. For 7.50 M Formation Width Each 22547 2.00 45094.00 4.00 90188.00 4.00 90188.00 2.00 45094.00 12.00 270564.00

29 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 RM 2928 20.00 58560.00 30.00 87840.00 30.00 87840.00 10.00 29280.00 90.00 263520.00

30 7.1 (I) (i) Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal 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 394 16.00 6304.00 24.00 9456.00 24.00 9456.00 8.00 3152.00 72.00 28368.00

31 3.5 (i) (i) Excavation in Cutting in Soil by manual 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 65 270.00 17550.00 74.25 4826.25 202.50 13162.50 0.00 0.00 546.75 35538.75

32 6.5 Construction of Plain Cement Concrete Drain with P.C.C. grade M-15 including all shuttering/form work etc. complete as per Cum 4970 126.00 626220.00 34.65 172210.50 94.50 469665.00 0.00 0.00 255.15 1268095.50

33 7.27 (I) (i) 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 M 25 (Design mix) Cum 6157 9.00 55413.00 2.48 15238.58 6.75 41559.75 0.00 0.00 18.23 112211.33

34 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MT 73726 0.72 53082.72 0.20 14597.75 0.54 39812.04 0.00 0.00 1.46 107492.51

35 2.10 (A) Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (A) Upto 600 mm dia Each 256 36.00 9216.00 0.00 0.00 0.00 0.00 0.00 0.00 36.00 9216.00

36 7.1 (I) (i) Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal 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 394 241.92 95316.48 366.23 144292.65 135.03 53203.00 285.12 112337.28 1028.30 405149.41

37 7.1 (ii) Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (ii)Ordinary rock (not requiring blasting) i. Upto 3 m depth Cum 493 0.00 0.00 42.91 21155.62 17.44 8598.91 0.00 0.00 60.35 29754.52

38 7.8 (I) Filling in Foundation Trenches as per drawing and technical specification Clause 1108 & 305.3.9 I. Sand filling Cum 1200 16.10 19320.00 9.20 11040.00 2.30 2760.00 4.60 5520.00 32.20 38640.00

39 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 4614 24.71 114011.94 50.96 235129.44 19.78 91283.38 7.06 32574.84 102.51 472999.60

40 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 4576 104.58 478558.08 146.66 671093.28 105.63 483362.88 455.77 2085592.08 812.63 3718606.32

41 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 (Nominal mix (1:2.5:5) Cum 4839 117.32 567711.48 283.71 1372887.93 66.53 321920.04 33.52 162203.28 501.08 2424722.73

42 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 M 25 (Design mix) Cum 6498 0.00 0.00 26.04 169230.66 10.96 71188.84 0.00 0.00 37.00 240419.50

43 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MT 73726 0.00 0.00 1.81 133237.18 0.71 52221.01 0.00 0.00 2.52 185458.20

44 7.22 Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 Nos. 317 0.00 0.00 59.00 18703.00 24.00 7608.00 0.00 0.00 83.00 26311.00

45 7.4 (B) Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. M 5468 52.50 287070.00 30.00 164040.00 7.50 41010.00 15.00 82020.00 105.00 574140.00

46 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 1032 0.00 0.00 109.49 112996.26 50.74 52367.60 0.00 0.00 160.24 165363.86

47 10.5 Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 Cum 1619 170.10 275391.90 101.20 163842.80 48.69 78829.11 144.60 234107.40 464.59 752171.21

48 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. Cum 1751 0.00 0.00 55.84 97774.09 20.06 35116.31 0.00 0.00 75.89 132890.39

49 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 221 0.00 0.00 30.00 6630.00 15.00 3315.00 0.00 0.00 45.00 9945.00

50 7.41 (IV) Filler Joint Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight. RM 50 0.00 0.00 30.00 1500.00 15.00 750.00 0.00 0.00 45.00 2250.00

51 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 11782 0.00 0.00 2.03 23858.55 0.00 0.00 0.00 0.00 2.03 23858.55

52 9.12 Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706 RM 2676 0.00 0.00 0.00 0.00 0.00 0.00 80.00 214080.00 80.00 214080.00

53 7.32 Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208. RM 2688 0.00 0.00 0.00 0.00 0.00 0.00 40.00 107520.00 40.00 107520.00

Total Cost of Construction work Amount in Rs. (A) 9177127.99 13332699.63 10256092.87 6105727.96 38871648.46

Total Cost of Maintenance In Rs. (B) 476000 680000 628000 272000 2056000

Total Cost of Construction work + Total Cost of Maintenance work Rs. (A+B) 9653128 14012700 10884093 6377728 40927648

Add 18% GST of Construction + Maintenance work Rs. 1737563 2522286 1959137 1147991 7366977

Grand Total Cost of Construction + Maintenance work Rs. 11390691 16534986 12843230 7525719 48294625

Sub- Engineer Assistant Engineer Executive Engineer

PIU-01,CGRRDA ,BALOD PIU-01,CGRRDA ,BALOD PIU-01,CGRRDA ,BALOD