Running Account Bills For Baldhaimal to Dharamgarh Road (SH-52) from 18/000km to 22/750km under SHDP scheme for the year 2013-2014

Description of work

Unit As per Aggrement

Quantity

1 SQM 14909.18

2 SQM 13833.14

3 CUM 6102.11

4 CUM 6430.74

5 CUM 5920.36

6 CUM 1327.68

7 CUM 6475.75

8 SQM 25903

9 SQM 2590310 CUM 1295.15

11 CUM 647.58

12 CUM 73613 CUM 5932.11

14 CUM 20853

15 SQM 10076

16 CUM 1220.97

17 CUM 2121.82

18 CUM 320

19 SQM 5124.18

20 SQM 216.3921 SQM 22273.922

22.1 200metre stone NOS 20

22.2 Ordinary km stone NOS 4

22.3 5TH kilometrse stone NOS 1

23 NOS 740

24

Sl.No.

Scarifying the existing bituminous road surface as per approved drawing and technical specification as per section 900 clause 305.4.3,305.8,305.9.6,501.8.3.3,501.8.7.2 and 501.8.8.1 o Morth&H speicification for raod &birdge works (4th revision) and the as per the direction of Engineer in charge

Reworking the scarified bituminous surface suitably after supplementing the base materials with sand and compacting finished surface as per approved drawing and technical specifications as per section 900, clause 501.8.3.2 of MORTH&H specification s for road road & bridge work (4th revision) and as per direction of Engineer in charge

Earth work in excavation in soil for road works as per drawing and technical specification including setting out ,dressing of section to correct line ,level grade and camber and loading in to tippers ,transporting to embnakment site with in all lifts and lead upto 1000mtrs and utilising the surplus earth locally for road work wherever required ,backfilling the excavated earth to the extent required complete in all respect as per clause 301 of specification for road &bridge workof MORT&H (4th revision )and dierction of Engineer in charge.

Loosening to a depth of 150 mm levelling and compacting original ground supporting embankment /subgrade asper drawing and technical specification as per section900 and clause 305,305.3.4 of MORT&H(4th revision ) and direction of Engineer in charge.

Providing and laying Granular Sub base of coarse graded grading -11 stone screening materials as per approved drawing and technical specifications as per section 900 and clause 401 of MORT&H specification for road and bridge works (4th revision)and direction of Engineer in charge .

Providing and laying Granular Sub base of close graded grading -11 stone screening materials as per approved drawing and technical specifications as per section 900 and clause 401 of MORT&H specification for road and bridge works (4th revision)and direction of Engineer in charge .

Providing Wet Mix Macadam using crushed stone aggregate as per approved drawimng and technical specification as per section 900 and clause 406 of MORT&H specification for for road and bridge works (4th revision)and direction of Engineer in charge .

Providing and applying primer coat to prepared surface of granular base with slow setting bitumen emulssion (grade s.s-1) as per approved drawimng and technical specification as per section 900 and clause 502 of MORT&H specification for for road and bridge works (4th revision)and direction of Engineer in charge .

Providing and applying tack coat on the prepared bitumen surface with rapid setting bitumen emulsion(grade s.s-1) as per approved drawimng and technical specification as per section 900 and clause 503 of MORT&H specification for for road and bridge works (4th revision)and direction of Engineer in charge .

Providing 50mm thick Bituminous Macadam using crushed stone grade -11 materiala and VG-30 grade of bitumen as per approved drawing and technical specification as per section 900 and clause 504 of MORT&H specification for road and bridge works (4th revision)and direction of Engineer in charge .

Providing 25mm thick Semi Dense Bituminous concrete using crushed stone grade -11 materiala and VG-30 grade of bitumen as per approved drawing and technical specification as per section 900 and clause 508 of MORT&H specification for road and bridge works (4th revision)and direction of Engineer in charge .

Providing compacted shoulder with granular materials by using moorum of approved quality watering and compacting to the required density in OMC with PRR approved drawing and techincal specification as per section 900 and clause 407 of MORT&H specification for road and bridge works (4th revision)and direction of Engineer in charge .

Construction of embankment with approved materials deposited at site from road cutting and all structures with all lifts and leads graded and compacted to meet requirement as per approved drawing and techincal specification as per section 900 and clause 305 of MORT&H specification for road and bridge works (4th revision)and direction of Engineer in charge .

Construction of embankment with approved materials obtained from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compacting to meet requirement of table 300.2 as per clause no305 of specification for road and bridge work of MORT&H specification for road and bridge work (4th revision) and including cost of all materials ,labour T&P taxes royally etc complete in all respect and as per the direction of Engineer in charge.

Furnishing and laying turfing with live rods of perennial turf forming grass on embankment slope gerges or other locations shown on the drawing or as diected by the Engineer in charge including preparation of ground ,fetihing of sods and watering etc complete as per clause 307 of MORT&H specification for road and bridge work (4th revision ) and direction of Engineer in charge .

Gravel backing to revetment and slopes such as providing filter materials (using gravel ) underneath picthing in slopes as per approved drawing and technical specification as per section 900&2500 of MORTH specification for road and bridge work (4th revision ) and direction of Engineer in charge .

Rough stone dry packing in aprons and revetment a nd stone pitching in slopes with hard granite stone of size 30cm and above as per approved drawing and techincal, specification 900 and 2500 and clause 2503,2504 of MORT&H specification for road and bridge work (4th revision ) and as per direction of Ebgineer in charge .

Labour for rough stone dry packing in aprons and revetments , stone pitching inslopes and boulder aprons etc with hard stone of size 30cm and above and weighing not less than 40kg by using Departmental stone obtained from dismantling of RR stone masonary as per approved drawing and section 900 and 2500 of specification for road and bridge work of MORT&H (4th revision ) and as per the direction of Engineer in charge.

Grouting aprons and revertments 23 cm deep with cc (1:4:8) using 25mm size hard stone granite metal including cost of all materials ,labour ,T&O etyc complete as per the direction of Engineer in charge .

Providing road marking with hot applied thermoplastic compound 2.5mm thick including reflecterising glass beads @250 grams per sqm area thickness of 2.5mm is exclusive of surface applied glass bead as per IRC-35 and as per clause no-803 of specifications for road and bridge work s of ministry of road transport and Highways (4th revision) and inludng cost af all materials ,labour T&P taxes ,royally etc complete in all respects and as per direction of the Engineer in chrage.

Clearing and grubbing road land including uprooting tank vegetation ,grass, bushes, shrubs,saplings of trees cut earlier and disposal of unserviceable material to be used for auctioned up to lead of 1000 mtr including removal and disposal of top organic soil not exceeding 150mm in thickness as per clause 201 of MORT&H specifications for road and bridge works (4th revision)and direction of Engineer in charge .

Providing and fixing RCC M-15 grade 5th Km stone ordinary km stone and 200 metre stone along with reinforcement complete a sper drawing as per IRC-25/1967 and IRC -8-1980 fixed in position including finishing and lettering ,painting and technical specification as per clause no-804 and section 1000,1500,1600,1700 of specification for road and bridge work of ministry of road transport and highways (4th revision) and including costs of all materials labour ,T&P, taxes ,royallt etc complete in all respect and per direction of the Engineer in charge .

Providing and fixing RCC (1:2:4) guard posts of 1.00 mtrs height and 15 cm daimetre including costs of all steel reinforcement complete for finished item of work as per section 800,1500,1600,1700 of MORT&H specifications for road and bridge work (4th revision ) and direction of the Engineer in charge .

Providing and fixing of Retro -reflectorised cautionery ,mandatory and informatory sign as per IRC -67 made of high intensity grade sheeting vide clause no.801.3 of specification for road and bridge work of ministry of road transport and highways (4th revision) fixed over alluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mm*75mm*6mm ,firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm*45cm*60cm below gorund level as per approved drawing amd including costs of all materials ,labour ,T&P ,taxes ,royally etc complete in all respects and as per direction of Engineer in charge .

24.1 900mm Equilateral Triangular NOS 4.00

24.2 600mm circular NOS 4.00

24.3 Rcute marker sign 450*600mm NOS 4.00

25

25.1 Direction /place indication sign (1200*800mm) SQM 2.00

2626.1 Cement conceret M-15 &m-20 CUM 10.04

26.2 RCC M-20 & above CUM 95.87

26.3 RR stone masonary CUM 456.98

27 CUM 2,641.39

28 CUM 328.9029 CUM 241.5330

30.1 In foundation CUM 1,444.70

30.2 In Sub- structure CUM 1,120.57

3131.1 In foundation CUM 232.80

31.2 In Sub- structure CUM 156.00

31.3 In super structure CUM 151.00

32 CUM 16.32

33 CUM 21.0434 CUM 21.1135 NOS 4.0036 MT 97.84037 SQM 110.0038 RM 789.0039 CUM 437.52

40 SQM 92.6041 CUM 576.68

42 CUM 441.00

43 CUM 294.00

44 CUM 588.0045 CUM 118.1946 CUM 42.5347 CUM 470.00

48 CUM 10.00

49 SQM 800.00

Providing and fixing of Retro -reflectorised direction and place identification sign as per IRC:67 made of high intensity grade sheeting vide clause no.801.3 of specification for road and bridge work of ministry of road transport and highways (4th revision) fixed over alluminium sheeting 2.00mm thick with area not exceeding 0.9 sqm supported on a mild steel angle iron post 75mm*75mm*6mm ,firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm*45cm*60cm below gorund level as per approved drawing amd including costs of all materials ,labour ,T&P ,taxes ,royally etc complete in all respects and as per direction of Engineer in charge .Direction /place indication sign (1200*800mm)

Dismantling of prestress/rcc/cement concrete structures /stone masonary structure including T&P and scaffolding wherever necessary ,sorting ,sorting the dismantled materials ,disposal of unserviceable materials and stacking the servicible materials with all lifts and leads of 1000 mtrs as per clause 202 of MORT&H specifications for road and bridge work (4th revision) and dierction of Engineer in charge.

Earth work in excavation in hard soil or gravelly soil for CD works ,retaining wall /toe wall etc., as per drawing and technical specification ,including setting out dressing to correct line ,level, grade and camber and loading into tippers ,transporting to embankments site with in all lifts and leads upto 1000,mtrs and utilising the surplus earth locally for road work wherever required ,backfilling the excavation earth to the extent required complete in all respect as per clause 304 of specification for road work and bridge work of MORT&H (4th revision) in the direction of Engineer in chrage.

Providing filling clean sand of approved quality in foundation trenches of structures as per approved drawing and techincal specification as per section no:304 of MORT&H specifications for road and bridge work (4th revision ) and direction of Engineer in charge .

Providing and laying cement concrete (1:3:6) in foudation of retaining wall toe wall ,CD works etc complete as per drawing and technical specification using High strength approved quality cement and black hard granite stone crushed metal of 40mm nominal size as per section 900,1000,1700,2100 of specifications for road and bridge work of ministry of road transport &high ways (4th revision) and including costs of all materials ,labour ,T&P, taxes royally etc complete in all respect and as per direction of the Engineer in charge.

Providing and laying plain cement concrete gardeM-15 in retaining wall toe wall ,CD works etc complete as per drawing and technical specification using High strength approved quality cement and coarse granite aggregate confirming to table no:1000-1 with form work as per section 900,1000,1700,2100/2200 of specifications for road and bridge work of ministry of road transport &high ways (4th revision) and including costs of all materials ,labour ,T&P, taxes royally etc complete in all respect and as per direction of the Engineer in charge.

Providing and laying Reinforced cement concrete garde M-25 in foundation / sub structure /super structure of ,CD works etc complete as per drawing and technical specification using High strength approved quality cement and coarse granite aggregate confirming to table no:1000-1 with form work as per section 900,1000,1700&2100/2200 of specifications for road and bridge work of ministry of road transport &high ways (4th revision) and including costs of all materials ,labour ,T&P, taxes royally etc complete in all respect and as per direction of the Engineer in charge.

Providing and laying Reinforced cement concrete garde M-20 in parapet & kerb of CD works etc complete as per drawing and technical specification using High strength approved quality cement and coarse granite aggregate confirming to table no:1000-1 with form work as per section 900,1000,1700&2200/2300 of specifications for road and bridge work of ministry of road transport &high ways (4th revision) and including costs of all materials ,labour ,T&P, taxes royally etc complete in all respect and as per direction of the Engineer in charge.

RCC M-30 grade in wearing coat (excluding costs of reinforcement as per drawing and technical specifications a sper section 900,1000,1700&27000 and clause 2702 of MORT&H specifications for road and bridge work (4th revision ) and direction of Engineer in charge.

Providing and laying 150mm thick flat hard granite stone embaded with cement concrete if grade M-15 in proportion 67%and 33% respectively in floor protection work in Cd works etc complete as per approved drawing and technical specifications a sper section 900,1000,2500 of MORT&H specifications for road and bridge work (4th revision ) and direction of Engineer in charge .

Providing and fixing in position drainage spouts in deck slab with 100mm daimetre GI pipes complete for finished of work a sper approved drawing and technical specification as per section 2700 and clause no2705 of MORT&H specifications for road and bridge work (4th revsion)and direction of Engineer in charge .

Supplying and fixing, cutting, bending ,binding straightening ,placinh HYSD bars confirming to grade I.S.1786-1935(fe-500)in Cd works ,retaining wall and other structures and as per drawing and technical specification 900,1000,1600&2100 and2300 of specifications for road and bridge work of ministry of transport and highways (4th revision ) and including costs of all materials ,labour ,T&P ,taxes,royally,etc direction of Engineer in charge.

Providing fitting and fixing 25mm thick salitex bituminous board in expansion joint for finished item of work as per section 900,2600 of MORT&H specification for roads and bridge work (4th revision) and as per the direction of ENGINEER IN CHARGE.

Providing weep holes in CD works ,retaining walls etc with 100 mm dia AC pipe as per approved drawing and as per section 2200 and2706 of MORT&H specification for roads and bridge work (4th revision) and as per the direction of ENGINEER IN CHARGE.

Providibg and laying of filter media /metal spall backing in the rear sied of abutment and retaining wall /wing wall of CD works using crushed stone aggregate to the required thickness with smaller size towards the soils and bigger size towards the wall and provided over the entire surface behind abutment and retaiinig wall /wing wall of CD works etc to the full height compacted toa firm condition complete as per approved drawing and technical secifications as per section 900&2500 of MORT&H and as per Direction of Engineer in charge.

Providibg TWO coats with synthetic enamel paints of approved quality and shade of approved qaulity at any elevation aon kerb and guard posts etc including costs of painting all materials ,T&P required for the work complete for the finished item of work as per section 800 technical secifications as of MORT&H and as per Direction of Engineer in charge.

Filling in foundation and plinth media with excavated earth including watering and remaining as per section clause 301.3.12 &304.3.7 of MORT&H specifications for road and bridge work (4th revision) and dierction of Engineer in charge.

Sand filling in sub base and compacting by using vibrator roller aaaat OMC as per drawing and technical specifications as per clause no.404 &section 900 of specification for road and bridge work including costs of all materials ,labour ,T&P ,taxes,royally,etc direction of Engineer in charge.

Providing dry lean concrete sub base by semi- mechanized method with coarse and fine aggregates confirming to IS:383 the size of coarse aggregate not exceeding 25mm ,aggregate cement ratio not to exceed 15:1 ,aggregate gardation as per table no600-1,cement contenet not be less than 150kg/cum including curing and compacting to the required drawing and specifications including cost of and conveyance of all materials as per direction of the Engineer in charge.

Providing un reinforced dowel jointed cement concrete pavement M-35 by semi mechanized method over a prepared sub base as per approved design ,using 43 grade cement not less than 40kg/ cum ,coarse and fine aggregate not exceeding 25mm compacted and longitudinal joints and cost and conveayance of all materials ,sealent primer finishing to lines as per approved drawing inthe dierection of Engineer in charge.

Providing cement concrete (1:2:4) in foundation with 12mm HGCB chips as per approved drawing and technical specifications as per section 900,1000,1700,2100MORT&H (4th revision) in the direction of Engineer in chrage.

Providing and laying of filter media /material spall backing in the rear side of retaining wall or weep holes to90mm size broken stone stone aggregate to the soil and bigger size towards the wall weep holes compacted to an firm cindition complete as per section 900& 2500 of MORT&H specification for roads and bridge work (4th revsion) as per direction of Engineer in charge .

Random rubble stone masonary with cement mortar (1:4) in foundation and plinth as per approved drawing and technical specification as per section 900,1000,&1400 of MORT&H specification for roads and bridge work (4th revsion) as per direction of Engineer in charge .

Providing and laying plain cement concrete(1:2:4) in foundation of retaining wall toe wall ,CD works etc complete as per drawing and technical specification using High strength approved quality cement and black hard grante stone crushed metal as per section 900,1000,1700,2100 of specifications for road and bridge work of ministry of road transport &high ways (4th revision) and including costs of all materials ,labour ,T&P, taxes royally etc complete in all respect and as per direction of the Engineer in charge.

Cement plaster 20mm thick with cement mortar (1:4) over Random rubble hard granite stone masonary in foundation and plinth as per approvedcdrawing and technical specification as per section 900,1400,1000,of MORT&H specification for roads and bridge work (4th revsion) as per direction of Engineer in charge .

Running Account Bills For Baldhaimal to Dharamgarh Road (SH-52) from 18/000km to 22/750km under SHDP scheme for the year 2013-2014

As per Aggrement SCHEDULE OF WORKS

Rate Amount RABILL-1 RABILL-2 RABILL-3

3.45 51,437 1,076.04

5.05 69,857

47.32 288,752 627.77 2,481.93

22.9 147,264 897.27 1,255.50

1556.02 9,212,199 814.11 1,180.50

1403.4 1,863,266 202.07 0.00

1560.16 10,103,206

30.53 790,819

11.09 287,264 7001.62 9,068,148

9485.88 6,142,866

481.2 354,163 61.89 367,138 627.00 1,704.00

132.36 2,760,103

12.31 124,036

436.89 533,430

1132 2,401,900

351.75 112,560

159.1 815,257

494.9 107,091 2.76 61,476 3,355.00 0.00

458.64 9,173

1644.93 6,580

2661.88 2,662

311.27 230,340

4509.7 18,039

3964.96 15,860

3859.26 15,437

9,973.33 19,947

240.08 2,410

613.62 58,828

167.23 76,421

89.90 237,461 999.5900 341.68 115.92

236.10 77,653 77.410 27.61 9.66

4,047.42 977,573 77.410 27.61 9.66

4,402.67 6,360,537 324.00 146.47 75.44

4,555.06 5,104,264 263.25 101.68 74.80

5,716.75 1,330,859 146.34 36.580 0.00

6,699.78 1,045,166 69.12 17.28

6,639.88 1,002,622

5,407.93 88,257

5,617.00 118,182 2,578.66 54,436 335.70 1,343 65,849.51 6,442,716 21.375 23.8730 6.74

1,212.00 133,320

100.390 79,208 168.75 171.03 57.60

1,041.740 455,782

46.60 4,315

49.450 28,517

299.84 132,229 441.00

3,520.88 1,035,139

6,122.96 3,600,300 5,344.90 631,714 643.05 27,349

2,845.46 1,337,366

5,344.90 53,449

145.61 116,488

Running Account Bills For Baldhaimal to Dharamgarh Road (SH-52) from 18/000km to 22/750km under SHDP scheme for the year 2013-2014

SCHEDULE OF WORKS

RABILL-4 RABILL-5 RABILL-6 RABILL-7 RABILL-8

0.00 2,049.60 3,806.40 5,382.20

2,049.60 3,806.40 5,382.20

0.00 608.14 592.65 230.81

0.00 815.70 734.13 339.46

0.00 740.10 976.93 610.98

183.70 183.70 330.66 124.85

980.00 1,820.00 2,397.50

11,382.00 9,590.00

11,382.00 20,972.00569.10 479.50

176.75

0.00 1,557.00 2,532.00

12,283.20

0.00 0.00 10,934.00

2.12 1.32

19.65 9.03

88.97 61.33

173.88 465.21 299.57 349.57 735.51

14.49 50.90 22.03 18.66 94.55

14.49 18.45 14.49 6.09 83.11

113.16 96.04 120.70 40.13 187.71

0.00 169.44 117.97 13.73 87.04

0.01 113.24 36.61 28.39 33.20

18.36 75.60 51.84 20.70 25.20

67.40 161.33 68.29 26.68 18.87

17.668 40.80

3.68 5.27 20.99100.3552.00

5.17 42.9970 16.75 9.56 10.25

277.40

0.00 213.00 12.64 279.20

334.93

0.00 0.00 0.00 0.00 0.00

294.00 0.00 0.00 0.00 0.00

588.00 0.00 0.00 0.00

Running Account Bills For Baldhaimal to Dharamgarh Road (SH-52) from 18/000km to 22/750km under SHDP scheme for the year 2013-2014

SCHEDULE OF WORKS

RABILL-9 RA BILL-10 RA BILOL -11 Total Qty

282.74 0.00 2,299.18 12,596.98

282.74 2,299.18 11,520.94

88.16 836.04 4,629.46

126.03 2,352.65 4,168.09

847.00 427.50 442.94 5,597.12

297.29 230.71 1,322.27

756.65 453.50 19.87 6,407.65

3,026.59 23,998.59

13,157.34 2,590.00 1,687.00 48,101.34151.33 1,199.93

253.27 64.75 103.25 494.77

689.20 689.200.00 1,124.89 7,544.89

9,351.81 7,838.49 21,635.01

0.00

296.32 133.32 296.32

219.97 0.00

592.65 592.65

1,341.11 0.00

0.000.00 6,899.10 14,289.00

0.00

1.00 0.00

0.00

0.00

64.00 0.00 291.00 64.00

0.00

4.00 0.00

4.00 0.00

4.00 0.00

0.00

2.00 0.00

0.00

0.00 2.32 3.44

0.00 12.70 28.68

0.00 36.46 150.30

0.00 94.92 3,575.85

57.51 372.82

57.15 308.460.00

0.00 1,103.65

0.00 827.91

0.00

394.37

278.10

342.57

58.47

29.9426.87 100.35

52.00136.71

277.40

902.22

334.93

0.00

0.00

441.00

294.00

588.009.52 68.35 9.52

17.62 0.00

333.37 235.00 333.37

5.00 0.00

762.00 494.50 762.00

BAL QNTY

2,312.20

2,312.20

1,472.652,262.65

323.245.41

68.101,904.41

-22,198.3495.22

152.8146.80

-1,612.78-782.01

10,076.00924.65

2,121.82-272.65

5,124.18216.39

7,984.900.00

20.004.001.00

676.000.00

4.004.004.000.002.000.00 9352.2976.60 733859.1975

67.19 649208.682306.68 1146707.276

-934.46 7300.7055-43.92 1885271.4713-66.93 4,431,699.63 EXCESS AMOUNT

0.00 3,323,774.72 75% OF EXCESS341.05292.66

0.00-161.57-122.10-191.57

-42.15-8.90

-79.24-48.00-38.87

-167.40-113.22102.59

92.60576.68

0.000.000.00

108.6742.53

136.6310.0038.00

3,806.40 13132.08

3,806.40 19222.32

0.00 00.00 00.00 00.00 0

1,820.00 2839491.20.00 00.00 00.00 00.00 00.00 00.00 00.00 00.00 00.00 00.00 00.00 00.00 00.00 00.00 00.00 00.00 00.00 00.00 00.00 00.00 0

0.00 00.00 00.00 00.00 00.00 00.00 00.00 00.00 00.00 0

299.57 26931.522822.03 5201.283

EXCESS AMOUNT 14.49 58647.115875% OF EXCESS 0.00 0

120.70 531402.269117.97 537360.4282

0.00 063.37 362276.1642524.36 163206.640877.73 516131.152161.35 7289.889643.68 20670.560.00 0

02.32 152507.46516

00.00 00.00 00.00 00.00 00.00 00.00 00.00 00.00 00.00 00.00 00.00 00.00 0

347317453396

Agg sand 3,356,175.00 -1.12% 3,318,586.00

99.98 89.982 44.99176.20 68.58 34.29 5% 165,929.30

146.02 131.418 65.709 2% 66,371.72 1.35 1.215 0.6075 4.00% 132,743.44

0 0 1% 33,185.86 Royalitty 32,759.44

291.195 145.5975 430,989.76

5% 21,549.49 28764.24 3995.195

409,440.27

2,887,596.24 144,379.81

2,743,216.43