NIT 1207 Renewal / Strengthening Road Under MMGSVY PKG No MMGSY- Barupata Mukhya Marg raikot salepa

PROJECT IMPLEMENTATION UNIT NO. 02 CHHATTISGARH ROAD RURAL DEVELOPMENT AGENCY , JAGDALPUR DISTRICT - BASTAR Bill of Quantity

Name of road - Barupata Mukhya Marg Raikoat Salepal Marg to Kalepal Block - Tokapal

Package No. - CG- 01-

( c.c. road 0.90 km + BT road 8.10 km = 9.00km ) District -BASTAR

S.No. SOR NO. particular item Qty Unit rate Amount

1 11.12(III) Cutting of branches of trees shrubs and trimming of grass and weedsTrimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 33750.00 Sqm 3.00 101250

2 3.4(i) Construction of embankment with approved material obtained form borrow pits, transported to site, spreading, grading to required slopes and compacting to meet requirement of Tables 300.1 & 300.2 with a lead up to 250 m as per technical specifications clause 301.5 As per Area Sheet 4835.00 Cum 222.00 1073370

3 11.2(I) (I) Maintenance of shoulder (filling with fresh selected material) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 28312.50 Sqm 49.00 1387313

4 4.1 (d) Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) using motor grader and vibratory roller. 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. 136.50 Cum 1772.00 241878

5 11.5 Maintenance of WBM/WMM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and raveling as per technical specification Clause 1906.For Pot holes & Edge Repair 1875.00 Sqm 224.00 420000

6 4.8 Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. 126.00 Cum 1887.00 237762

7 5.8 A Modified Penetration Macadam Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. , Viscosity grade (VG) Bitumen specification as per IS 73:2006 (A) 50 mm thick ii) Bitumen (VG-30) 4277.50 sqm 207.00 885443

8 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 2715.00 Sqm 62.00 168330

9 11.14 (I) Periodical Renewal to existing bituminous surface(I) open graded Premix carpet 20 mm thick Tack coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 32151.45 Sqm 21.00 675180

10 11.14(II) . Pre-mix carpet using bituminous (penetration grade 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 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.By Mechanical Means. ii. Bitumen (VG-30) 32151.45 Sqm 166.00 5337141

11 11.14(VI) (IV) 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 By Mechanical MeansCase - II : Type B ii. Bitumen (VG-30) 32151.45 Sqm 60.00 1929087

12 3.12 (b) Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 10) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.(To be used for side shoulder WBM) using motor grader and vibratory roller 457.50 Cum 223.00 102023

13 9.17 Providing & Fixing guard stone 200 x 200 x 900 mm made of precast RCC M20 grade fixed at 300 mm into the ground in P.C.C. 1:3:6 blocks of size 400 x 400 x 400 mm and given two coats of paint with white and black bands including excavation. 204.00 Each 525.00 107100

14 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.) 1701.00 Sqm 627.00 1066527

15 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 Ordinary Kilometer Stone (Precast) 10.00 No. 2292.00 22920

16 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 200 m stone (precast) 36.00 No. 660.00 23760

17 11.7(ii) Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908 12.00 Per Culvert 3053.00 36636

18 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. Ordinary soil i. Upto 3 m depth Toe Wall RD 700 to 780 M,1200 to 1280M, 2700 to 2760M, 3400 to 3500 M, 3650 to 3710 M CC Shoulder Towards Kotwarpara 100 to 500M DRAIN 100 to 500 M 2011.60 Cum 394.00 792570

19 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) 491.60 Cum 4576.00 2249562

20 7.18 (I) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 For height up to 5 m I. P.C.C grade M 15 (Nominal mix (1:2.5:5) 2188.50 Cum 4839.00 10590152

21 6.6 Construction of RCC open drain 0.60 m x 0.60 m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) levelling course in PCC M-15 including excavation, dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L=800 mm) including cutting, bending and binding wire,placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications. 400.00 RM 2710.00 1084000

22 7.18 III Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 18.48 Cum 5644.00 104301

23 7.20 Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 1.66 MT 74128.00 123290

24 9.2(A) Cautionary, mandatory, informatory direction and place identification sign boards. Semi-Reflective Traffic signs upto 0.90 sqm Direction and place identification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 13.58 Sqm 5285.00 71770

25 9.14(b) (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( Maitanace Board) 1.00 Each 18610.00 18610

26 9.15(A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back 1.00 Each 14010.00 14010

27 9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. 4.00 Each 6626.00 26504

Total Cost of Construction 28890487

ROUTINE MAINTENANCE WORKS

1 ROUTINE MAINTENANCE FOR FIRST YEAR BT 8.10 22000.00 Per Km 178200

ROUTINE MAINTENANCE FOR FIRST YEAR CC 0.90 20500.00 Per Km 18450

2 ROUTINE MAINTENANCE FOR FIRST YEAR BT 8.10 24000.00 Per Km 194400

ROUTINE MAINTENANCE FOR FIRST YEAR CC 0.90 20500.00 Per Km 18450

3 ROUTINE MAINTENANCE FOR FIRST YEAR BT 8.10 29000.00 Per Km 234900

ROUTINE MAINTENANCE FOR FIRST YEAR CC 0.90 20500.00 Per Km 18450

4 ROUTINE MAINTENANCE FOR FIRST YEAR BT 8.10 44000.00 Per Km 356400

ROUTINE MAINTENANCE FOR FIRST YEAR CC 0.90 20500.00 Per Km 18450

5 ROUTINE MAINTENANCE FOR FIRST YEAR BT 8.10 70000.00 Per Km 567000

ROUTINE MAINTENANCE FOR FIRST YEAR CC 0.90 20500.00 Per Km 18450

MAINTENANCE WORK Total 9.00 1623150

Total Cost of Construction+Maintenance 30513637

Grand Total 36006092

Sub Engineer Assistant Engineer Executive Engineer

PIU 01,CGRRDA Bastar PIU 01,CGRRDA Bastar PIU 01,CGRRDA Bastar