NIT 1189 PMGSY Road Renewal Maintenance PKG No CG 01-M-49 District- Bastar

T-1 T-2 T-3 T-4 T-5 T-6 T-7 T-8 T-9 Remarks 2 PMC BM GIII GII WMM GSB SG Crust #REF! 7 PMC BM GIII GII WMM GSB SG Crust #REF!

3 0.075 0.075 0.075 0.075 0.075 0.075 0.075 0.075 GIII 3 PMC BM GIII GII WMM GSB SG Crust #REF! 10 PMC BM GIII GII WMM GSB SG Crust #REF!

5 0.100 0.100 0.100 SG 5 PMC BM GIII GII WMM GSB SG Crust #REF!

10 0.075 0.075 0.150 0.150 GII 2 #REF! #REF! #REF! #REF! #REF! #REF! #REF!

10 0.225 WMM 3 #REF! #REF! #REF! #REF! #REF! #REF! #REF!

10 0.100 0.125 0.175 0.150 0.125 0.150 0.125 0.175 0.125 GSB Traffice Category #REF! 5 #REF! #REF! #REF! #REF! #REF! #REF! #REF!

10 SG CBR #REF! 7 #REF! #REF! #REF! #REF! #REF! #REF! #REF!

10 #REF! #REF! #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF! #REF! #REF! #REF! #REF!

EARTHWORK CALCULATIONS

Name of Road:- #REF! District:- #REF!

Length:- #REF! m Block:- #REF!

Chainage Distance Cut Area Fill Area Cut Fill Cum. Cut Cum. Fill Remarks

Volume Volume Volume Volume

#REF! #REF! #REF!

Bill of Quantirty

Road from :- NH 16 RD 462.0 Km Lalodipara Badekilpal Block : Bastanar

Length of the Road (Kms) : 4.55 Km Distt : Bastar

Sr. No. SOR Item No. DESCRIPTION OF ITEMS QUANTITY UNIT RATE (Rs.) AMOUNT (Rs.) Marge tha hide kiye hai

1 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 0.000 Sqm 7.00 0

2 3.9 Excavation in ordinary rock Excavation in ordinary rock including loading in a truck and carrying of excavated material to embankment site with all lift and lead upto 50 m as per Technical Specification Clause 302.3.5. 2475.000 Cum. 287.00 710325

3 3.10 (II) Excavation for roadway in hard rock (blasting prohibited) including breaking rock, loading in tippers and disposal with all lift and lead up to 1000 meters, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections including stacking of excavated rock as per Technical Specification Clause 302.3.5 825.000 Cum. 1177.00 971025

4 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) 440.000 Cum. 4576.00 2013440

5 3.4 (I) 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) 2785.500 Cum. 222.00 618381

6 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) 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) 166.125 Cum 192.00 31896

7 4.1 (a) Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) 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. 281.250 Cum 804.00 226125

8 6.1 (II) Cement Concrete Pavement Construction of un-reinforced, jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base,with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 Cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying, primer, sealant, Using curing compound (where specified) and water finishing to lines and 300.000 Cum 5889.00 1766700

9 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) 187.500 Cum. 4576.00 858000

10 11.5. Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and raveling as per technical specification Clause 1906 6155.450 Sqm 224.00 1378821

11 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 502 660.000 Sqm 62.00 40920

12 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. 16500.000 Sqm 21.00 346500

13 5.8 A (ii) 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) 6463.950 Sqm 207.00 1338038

14 5.13 (ii) 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. 19500.000 Sqm 170.00 3315000

15 5.5 Case II Type B (ii) Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510, Viscocity grade (VG) Bitumen specification as per IS 73:2006 16500.000 Sqm 60.00 990000

16 2.11 Dismantling of Cement Concrete Pavements Dismantling of cement concrete pavements and breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 m, stacking serviceable and unserviceable materials separately, as per Technical Specification Clause. 202 65.000 Cum 2068.00 134420

17 7.1 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 3m. depth 441.000 Cum 394.00 173754

18 7.10 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) 35.280 Cum 4576.00 161441

19 7.18 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 II. P.C.C. grade M 20 (Nominal mix (1:2:4) 387.296 Cum 5384.00 2085202

20 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 98.000 Nos 317.00 31066

21 7.23 I Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material 147.000 Cum 1032.00 151704

22 6.1 (II) Cement Concrete Pavement Construction of un-reinforced, jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base,with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 Cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying, primer, sealant, Using curing compound (where specified) and water finishing to lines and 65.000 Cum 5889.00 382785

23 7.1 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 3m. depth 501.600 Cum 394.00 197630

24 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) 526.680 Cum 4576.00 2410088

25 10.5 I Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I. Stone/Boulder I. Stone/Boulder 83.600 Cum 1619.00 135348

26 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 1.000 Each 18610.00 18610

27 9.15 (A) (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 1.000 Each 14010.00 14010

28 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 10.670 Sqm 5285.00 56391

29 9.8 (ii) 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) 5.000 Each 2292.00 11460

30 9.8 (iii) 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) 18.000 Each 660.00 11880

31 9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. 2.000 Each 6626.00 13252

32 9.19 9.19 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. A For 7.50 M Formation Width 0.000 Each 27056.00 0

33 11.13 White washing two coats on parapet walls of CD and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 90.000 Sqm 26.00 2340

34 9.18 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound as per MoRTH Grade 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:35-1997. The finished surface to be level, uniform and free from streaks and holes. 40.000 Sqm 627.00 25080

35 7.1 (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 222.302 Cum 394.00 87587 444.604

36 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 40.836 Cum 493.00 20132 81.672

37 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, (i) Nominal mix (1:3:6) 32.936 Cum 4614.00 151967 65.872

38 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) 160.640 Cum 4576.00 735090 321.2805

39 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) 104.079 Cum 4839.00 503638 208.1578

40 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) 17.143 Cum 6498.00 111395 34.286

41 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 0.000 Cum 9091.00 0 0

42 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 1.417 MT 73726.00 104442 2.833248

43 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 50.000 NO 317.00 15850 100

44 7.23/ I Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8, (I) Granullar material 111.151 Cum 1032.00 114708 222.302

45 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 46.842 Cum 1751.00 82020 93.684

46 7.41/ III 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 30.000 RM 221.00 6630 60

47 7.41/ IV Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight. 30.000 RM 50.00 1500 60

48 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 3.610 Cum 11782.00 42533 7.22

49 1/7.1 Excavation for Structures 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 Face wall 103.68 Cum 394.00 40850

50 2/7.10 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) 10.59 Cum 4614.00 48862

51 4/7.10 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) 60.48 Cum 4576.00 276756

52 5/7.18 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 I. P.C.C grade M 15 (Nominal mix (1:2.5:5) cum 4031.00 46.950 Cum 4839.00 227191

53 4/7.3 (ii) Bedding for Pipe Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) For haunches(Between face wall and around the hume pipe) Type B ( First Class) Bedding 6.90 Cum 1200.00 8280

54 5/7.4(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. (B) 1000 mm dia 22.50 RM 5468.00 123030

55 8/10.1 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 72.90 Cum 1619.00 118025

56 ANNUAL ROUTINE MAINTENANCE (BT Work)

1st Year (BT Work) 4.000 Km 22000.00 88000

2nd Year (BT Work) 4.000 Km 24000.00 96000

3rd Year (BT Work) 4.000 Km 29000.00 116000

4th Year (BT Work) 4.000 Km 44000.00 176000

5th Year (BT Work) 4.000 Km 70000.00 280000

1st Year (CC Work) 0.500 Km 20500.00 10250

2nd Year (CC Work) 0.500 Km 20500.00 10250

3rd Year (CC Work) 0.500 Km 20500.00 10250

4th Year (CC Work) 0.500 Km 20500.00 10250

5th Year (CC Work) 0.500 Km 20500.00 10250

Total main. Work -B 807250 9644198

Total A+B 24249368

Grand Total 28614255

Say Rs Say Rs. 286.14

Sub Engineer (CGRRDA PIU 01 Jagdalpur) Asistant Engineer (CGRRDA PIU 01 Jagdalpur) Executive Engineer (CGRRDA PIU 01 Jagdalpur)

PRADHAN MANTRI GRAM SADAK YOJANA FORMAT F-6

(Ministry of Rural Development, Govt. of India)

#REF! Block : #REF!

Length of the Road (Kms) : #REF! Distt : #REF!

ESTIMATE OF RETAINING WALL

S.No. SOR No. DESCRIPTION OF ITEMS Nos L(m) B(m) D(m) QUANTITY UNIT RATE (Rs.) AMOUNT (Rs.)

1 7.1 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 3m. depth M!H47

#REF! 1 #REF! 1.60 1.60 #REF!

#REF! 2 #REF! 1.60 1.60 #REF!

#REF! Cum #REF! #REF!

2 7.10 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)

#REF! 1 #REF! 1.60 0.20 #REF!

#REF! 2 #REF! 1.60 0.20 #REF!

#REF! Cum #REF! #REF!

3 7.18 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 II. P.C.C. grade M 20 (Nominal mix (1:2:4)

#REF! Cum #REF! #REF!

4 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 #REF! - - - #REF! Nos #REF! #REF!

5 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

I) Granular material 1 #REF! 0.6 1.60 #REF!

#REF! Cum #REF! #REF!

Design of Breast Wall

1 Geometry of Wall 0.40 O.K O.K

Vertical Height 1.00 m

Height upto Footing top 1.00

Slope Ht. 1.00 m

Top width of R/W 0.40 m

Front batter 1.00

Back batter 3.00 1.00 Batter Slope 1 in 3.00

Min depth of fill infront of R/Wall 1.40 m

Inner to inner width of retaing wall at bottom= 0.00 Weep hole of 100 mm at every 1 m

Bottom width of R/W 1.20 m hight from top to G.L. (minimum 1 row)

Zc/t of wall bottom 0.24 G.L.

2 Footing data 0.733

first offset 0.2 m

First offset height 0.2 m

Bottom width of footing 1.60 m 0.20 0.20

3 Soil data 1.20 2.8

Density of back fill = 1.7 t/m 3 0.20 0.9333333333

Angle of Repose 30 0.52 Rad 1.333333333

Angle of Friction 10.00 0.17 Rad 1.60

Angle of inclination of back 18.43 0.322 Rad

Active earth pressure coefficient for back fill= 0.476 :-Earth Pressure EP

Coefficent of friction 0.3

ka = cos2 ( ø- α )

4 Material properties cos2α x cos (α+ δ) ( 1+ sin ( ø+ δ )xsin ( ø+ i )

Grade of concrete( in t/m sq) 1500 t/m2 cos (α+ δ) cos (α+ i)) 2

Density of Conc 2.4 t/m3

Permissible compressive stress in concrete= 500.00 t/m2

Permissible tensile stress in concrete= -50.00 t/m2 φ = 30 deg 0.524 rad

δ = 10 deg 0.175 rad

5 Load Data α = 0.322 deg 0.006 rad

Live load surcharge = 0 i = 0.000 deg 0.000 rad

Dead load of track structure 6.75 Ka = 0.476

Dispersion Width 3

Surcharge Pressure 2.25

A Check for Stresses

Stabilizing forces Lever arm w.r.toe of wall Lever arm w.r.t outer footing step Moment w.r.toe of footing" Moment w.r.t outer footing step

TOTAL MOMENT DUE TO VER. LOADS AT EDGE OF FOOTING= 1.47 1.99

Destabilizing forces

due to back fill =

TOTAL MOMENT DUE TO HOR LOADS AT FOOTING TOP/BOTTOM= 0.30 0.52 tm/m

Stress at top of footing

Pmax = 7.06 t/m2 O.K

Pmin = -2.72 t/m2 O.K

B Check for Footing Adequacy

Calculation of forces Lever arm w.r.toe of footing Moment arm w.r.toe of footing

First footing 0.768 0.90 0.69

First footing 0.68 1.50 1.02

Total 1.448 1.71

Calculation of property

Area at BF 1.60 m2

Z at BF 0.43 m3

Bearing pressure

Total Stabilising moment 3.70 t-m

Total Destabilising moment 0.52 t-m

Net moment = 3.18

Total Horizontal force 0.51

Frictional force 1.21

Passive resistance of SOIL IN FRONT 5.20

Total Destablizing moment 0.52

Stablising Moment 3.70

Sub Engineer Assistant Engineer Executive Engineer

CGRRDA,PIU-02,Pathalgaon. CGRRDA,PIU-02,Pathalgaon. CGRRDA,PIU-02,Pathalgaon.

Dist-Jashpur. Dist-Jashpur. Dist-Jashpur.

Statement showng the details of Component wise cost of roads proposed under PM-JANMAN(PVTG) Statement showng the details of Component wise cost of roads proposed under PM-JANMAN(PVTG)

(Length in Km and Amount in Lakhs)

Sl. No. District Block Name of Road Pkg. No. Existing Surface Type Proposed Surface Type Proposed Pavement Details (Rs. In Lakhs) CDs (Rs. In Lakhs) Protection works (Road Part) (Rs. In Lakhs) Other Works Cost Total Project Cost (Rs in Lakhs) (24+27+30+34) Average Cost (Rs in Lakhs) / km (36/12) Carriage Width (in m) Roadway Width Traffic Category ESAL (MSA) 5% Accredited New Technology 10% Non Accredited New Technology Name of Benifit PVTG Habitations

Earthen Gravel CC BT CC BT Total (10+11) Earthwork including Shoulders GSB WBM G-II WBM G-III WMM Prime Coat Tack Coat BM/DBM OGPC /SDBC/BC Seal Coat CC Other Total Cost Average Cost/ km (24/12) No. Total Cost Avg Cost/No (27/26) Avg Cost/km (28/12) Total Cost Avg cost / km (30/12) Side Drain Road Furniture including Road safety signs Total Cost Avg cost / km (34/12) Existing Proposed Name of Technology Length of Technology Name of Technology Length of Technology

1 #REF! #REF! #REF! #REF! #REF! 0 #REF! 0 #REF! #REF! #REF! #REF! #REF! 0.00 0.00 #REF! #REF! #REF! 0.00 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! - 3.75 7.50 T-4 #REF! - - - - PMGSY-IV

Total #REF! #REF! #REF! #REF! #REF! 0.00 0.00 #REF! #REF! #REF! 0.00 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 0.00 3.75 7.50 0.00 0.00

Note: 1. All costs including GST 2. Waste Plastic is a New Technology but will not be included in the 15% Accredited/Non Accredited new technology. #REF! C'!K37

Rate Quantity 2 3 4 5 6 7 8 9 10 Total Rate Qty. 2 3 4 5 6 7 8 9 10 Total Rate Qty. 2 3 4 5 Total Rate Qty. 2 3 Total Rate Qty. 2 3 Total

Total Wt.(MT) 0.048254 -2.7

Say (Rs in Lacs ) : Total

Say (Rs in Lacs ) : Total Wt.(MT)

Say (Rs in Lacs ) :