Remaining Work of Widening and Strengthening of Jariso Chowk (SH-88) to Bharat Chowk (SH-56) Bypass Road (Via. Darkhram-Pauri-Mushahari-Dipa-Barmajha Pokhar-Pohaddi ) in Km 0.00 to 5.550 (Total Length - 5.550 Km) for the year 2021-22 under RCD, Road Division, Benipur

Construction of New Bypass Road from Paro (Darbhanga-Kusheshwar asthan Roaed Sh-56) to Kewatgama (Kusheshwar asthan-Phooltora Road in Ch.- 0.00 to 7.103) Total Length-7.103 Km Under Road Division, Benipur.

S.No. Item of Work Unit Qty. Rate Amount

14 Boulder apron M3 1039.08 78.55 81620.00

16 Boulder in flooring M3 321.80 127.58 41055.00

Road Division , Benipur Road Sub-Division , Biraul Road Division , Benipur

Remaining Work of Widening and Srengthening of Rosera-Mabidhala-Sarhachiya- Mangalgarh- Kale - Rajghat - Satighat Road in KM 22.520 TO 30.920 ( Total Length - 8.400KM) for the Year 2020-21.

S.No. SOR No. Description Unit Quantity Rate Amount

1 2.03. 201 (ii) A Clearing and grubbing road land including uprooting rank vegetation,grass, bushes, shrubs saplings and tree girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable masterial to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceedi 150mm in thickness. Hectare 194799.10

2 2.5 IB.202 II A Dismantling of flexible pavements and disposal of disantaled materials up to a lead of 1000 meters stacking serviceable and unserviceable materials separately. cum 931.30

3 2.6 202 Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a alead of 1000 metres, stackiung serviceable and unserviceable materials separately cum 772.80

4 2.4(i)IIA Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres as per Technical Specification Clause 202. (ii) Cement concrete. cum 886.80

5 2.4 (ii) B Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres. (i) Cement mortar 490.20

6 2.4 202(ix) Removing all type of Hume pipes and stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works.

(a)Upto 600 mm dia Hume pipe M 1202.20

(b)Upto 900 mm dia Hume pipe M 1381.40

7 3.17 (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 Table 300.1 and 300.2 as per Technical Specification Clause 301.5 cum 94.80

8 3.16 I (ii) Construction of Embankment with approved material obtained from Borrow pits with approved material 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. cum 212.70

9 4.01 B (i) Construction of Granular sub-base by providing coarse graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. cum 4839.40

10 4.01 (i) Sub-Analysis Construction of Granular sub-base by providing coarse graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (Reuse of dismanteledmaterial) cum 128.00

11 4.14. 406 A Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. cum 5169.02

12 5.1 502 Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. sqm 45.27

13 5.2 502 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 0.20 kg/sqm on prepared bituminous/primed granular surface cleaned with mechanical broom complete job. sqm 13.65

14 5.04 505 B Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 505 complete in all respects. cum 13977.80

15 5.05. 507 B Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects. cum 15499.41

16 6.01.601 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. cum 6287.07

17 6.02.602 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing cum 9128.07

18 8.13 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising 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. 705.30

19 8.06 Providing and erecting direction and place identification retro-reflectorised sign as per IRC: 67made of encapsulated lens type reflective sheeting vide clouse 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60cm, 60cm beiow ground level as per approved drawing. O & D sqm 15020.60

20 8.04 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.

(iv) Direction Signs/Place Identification Signs/Amenity ahead Signs (800x600mm) rectangular. each 7879.20

(i) Intersection Signs/ Hump Signs/ Curve Signs / No Overtaking Sign/ Pedestrian informatory Signs (900 Equilateral Triangle) each 6444.00

(iii) Speed limit Signs (600 Circular) each 5687.50

(v) Object Hazard Marker (600x450) rectangular each 5542.90

21 8.35 Providing and fixing of road stud 100x100mm diecast in aluminium resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete of asphaltic surface b drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar all as per BS 873 part 4:1973. each 295.10

22 8.38 Rumble Strips (Provision of 6 nos Rumble Strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint.) sqm 8.25

23 8.14 Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)

(i) 5th kilometre stone (precast) each 3990.70

(ii) Ordinary kilometer stone (precast) each 2278.40

(iii) Hectometer stone (precast) each 700.30

24 8.16 Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting) each 587.10

25 8.07 Overhead Signs (Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans & as per IRC: 67) each 329134.97

Construction of 2x12 m span H.L.R.C.C. Bridge at Chainage 24+150 of Rajghat to Satighat Road.

S.No. Item No. Description Unit Quantity Rate Amount

1 12.1.I.B(ii) Earth work in excavation of foundation of structures in all kinds of soil including all leads and lifts complete as per drawings and and technical specification, Clause 304 (Upto 3m) M3 141.90

2 12.22 Providing Steel Liner 10 mm thick for piles upto scour level with all required accessories all complete job as per technical specifications sections 1100 MT 103120.20

3 12.25 A Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. M 18137.60

4 12.40 D Case I Providing and laying of RCC M35 grade in Pile Caps excluding Reinforcement all complete job as per Drawing and Technical Specifications .Sections 1100, 1500 and 1700. cum 8849.27

5 12.41 Case I Providing and laying of PCC M15 levelling course 100 mm thick below the pile cap. cum 7679.47

6 12.42 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. MT 79709.50

7 2.4.(i)II.B Dismantling of Pile Top(Surplus portion) including liner up to avg. 1.5m length before casting of Pile Cap all complete job as per Drawing and Technical Specifications . cum 1180.40

8 12.09.A Providing and constructing temporary island 24m diameter for construction of Well foundation for 8m dia. Well. Assuming depth of water 1 m. No. 91199.40

9 12.9. C Providing and constructiing one span service road to reach island location from one pter location to another pier loaction M 4452.20

10 13.5.G(P) Case II Plain/Reinforced cement concrete M30 Grade in sub-strucutre excluding Reinforcement all complete job as per drawing and Technical specifications M3 9182.47

11 13.5 I (q) Plain/Reinforced cement concrete M40 Grade in sub-strucutre excluding Reinforcement all complete job as per drawing and Technical specifications.Siesmic and Transverse Reaction block M3 9603.07

12 13.09 Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications

A Granular Material 1714.58

13 13.8 Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. M3 153.70

14 13.16 Supplying , fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of Mort&H specification complete including all accessories as per drwaing and technical specifications cc 0.90

15 13.16 Supplying , fitting and fixing in position true to line and level elastomeric siesmic pads conforming to IRC:83 (Part-II) section IX and clause 2005 of Mort&H specification complete including all accessories as per drwaing and technical specifications cc 0.90

16 13.06 Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications. Section 1600. MT 79938.00

17 13.10 Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drwaing and technical specification. cum 4703.08

18 14.01. C ,q (case ii) Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC.Gr-M30. cum 10156.27

19 14.02 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications MT 80168.10

20 14.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications cum 14701.27

21 14.09 Providing and fitting Drainage Spouts complete as per drawing and Technical specification each 5936.10

22 14.21 Providing and laying of a 40 mm wide strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. M 14495.70

23 14.07 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. M 2232.04

24 14.10 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

Case I PCC Grade M15 using batching plant & Concrete pump cum 7679.47

25 14.11 Reinforced cement concrete approach slab Gr-M30 including reinforcement and formwork complete as per drawing and Technical specification cum 12773.57

26 8.35 Providing and fixing of road stud 100x100mm diecast in aluminium resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete of asphaltic surface b drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar all as per BS 873 part 4:1973. No. 295.10

27 8.23 A Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811) M 3555.50

28 8.06 Providing and erecting direction and place identification retro-reflectorised sign as per IRC: 67made of encapsulated lens type reflective sheeting vide clouse 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60cm, 60cm beiow ground level as per approved drawing. sqm 14352.70

29 8.03 Printing New Letter and Figures of any Shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade) per cm ht per letter 0.80

30 8.13 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising 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 705.30

31 2.4(i)IIA Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres as per Technical Specification Clause 202. (ii) Brick Work cum 384.90

32 2.6 202 Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a alead of 1000 metres, stackiung serviceable and unserviceable materials separately cum 772.80

33 16.02 Boulder Apron Laid in Wire Crates.Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. cum 5444.47

34 Providing and laying Pitching on slope laid over prepared filter media including boulder apron laid dry weighting not less than 40 kg each complete as per drawing and technical specification. cum 5035.97

35 16.05 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification cum 4972.48

36 9.04 A Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe 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 . (i) 1000mm dia M 9095.46

37 2.03. 201.A Clearing and grubbing road land including uprooting rank vegetation,grass, bushes, shrubs saplings and tree girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable masterial to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceedi 150mm in thickness. Hect. 194799.10

38 3.16. I (ii) Construction of Embankment with approved material obtained from Borrow pits with approved material 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. cum 212.70

39 4.2 (i) Construction of Granular sub-base by providing coarse graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. cum 4839.40

H.L. Bridge (3 x 18m)

40 12.1.I.B(ii) Earth work in excavation of foundation of structures in all kinds of soil including all leads and lifts complete as per drawings and and technical specification, Clause 304 (Upto 3m) cum 141.90

41 12.22 Providing Steel Liner 10 mm thick for piles upto scour level with all required accessories all complete job as per technical specifications sections 1100 MT 103120.20

42 12.25 A Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. M 18137.6

43 12.40 D Case I Providing and laying of RCC M35 grade in Pile Caps excluding Reinforcement all complete job as per Drawing and Technical Specifications .Sections 1100, 1500 and 1700. cum 8849.27

44 12.41 Case I Providing and laying of PCC M15 levelling course 100 mm thick below the pile cap. cum 7679.47

45 12.42 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. MT 79709.5

46 2.4.(i)I.e Dismantling of Pile Top(Surplus portion) including liner up to avg. 1.5m length before casting of Pile Cap all complete job as per Drawing and Technical Specifications . cum 729.30

47 12.09 Providing and constructing temporary island 24m diameter for construction of Well foundation for 8m dia. Well. Assuming depth of water 1 m. each 91199.40

48 12.9. C Providing and constructiing one span service road to reach island location from one pter location to another pier loaction M 4452.20

49 13.5.G(P) Case II Plain/Reinforced cement concrete M30 Grade in sub-strucutre excluding Reinforcement all complete job as per drawing and Technical specifications cum 9182.47

50 13.5 I (q) Plain/Reinforced cement concrete M40 Grade in sub-strucutre excluding Reinforcement all complete job as per drawing and Technical specifications.Siesmic and Transverse Reaction block cum 9603.07

51 13.09 Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications

A Granular Material cum 1714.58

52 13.8 Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. each 153.70

53 13.16 Supplying , fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of Mort&H specification complete including all accessories as per drwaing and technical specifications cc 0.90

54 13.16 Supplying , fitting and fixing in position true to line and level elastomeric siesmic pads conforming to IRC:83 (Part-II) section IX and clause 2005 of Mort&H specification complete including all accessories as per drwaing and technical specifications cc 0.90

55 13.06 Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications. Section 1600. MT 79938.90

56 13.10 Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drwaing and technical specification. cum 4703.08

57 14.01. C ,q (case ii) Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification cum 10156.27

58 14.02 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications MT 80168.10

59 14.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications cum 14701.27

60 14.09 Providing and fitting Drainage Spouts complete as per drawing and Technical specification each 5936.1

61 14.21 Providing and laying of a 40 mm wide strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. M 14495.70

62 14.07 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. M 2232.04

63 14.10 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

Case I PCC Grade M15 using batching plant & Concrete pump cum 7679.47

64 14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification cum 12773.57

65 8.35 Providing and fixing of road stud 100x100mm diecast in aluminium resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete of asphaltic surface b drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar all as per BS 873 part 4:1973. No. 295.10

66 8.23 A Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811) M 3555.50

67 8.06 Providing and erecting direction and place identification retro-reflectorised sign as per IRC: 67made of encapsulated lens type reflective sheeting vide clouse 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60cm, 60cm beiow ground level as per approved drawing. sqm 15020.60

68 8.03 Printing New Letter and Figures of any Shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade) per cm ht per letter 0.80

69 8.13 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising 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 705.30

70 2.4(i)IIA Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres as per Technical Specification Clause 202. (ii) Brick Work cum 490.20

71 2.6 202 Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a alead of 1000 metres, stackiung serviceable and unserviceable materials separately cum 772.80

72 16.02 Boulder Apron Laid in Wire Crates.Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. cum 5444.47

73 Providing and laying Pitching on slope laid over prepared filter media including boulder apron laid dry weighting not less than 40 kg each complete as per drawing and technical specification. cum 5035.97

74 16.05 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification cum 4972.48

75 9.04 A Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe 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 . (i) 1000mm dia M 9095.46

76 2.03. 201 Clearing and grubbing road land including uprooting rank vegetation,grass, bushes, shrubs saplings and tree girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable masterial to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceedi 150mm in thickness. Hect. 194799.10

77 3.16 I (ii) Construction of Embankment with approved material obtained from Borrow pits with approved material 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. cum 212.70

78 4.2 (i) Construction of Granular sub-base by providing coarse graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. cum 4839.40

Construction of R.C.C. Box Culvert (1/33/0 size)

S.No. SOR No. Description Unit Quantity Rate Amount

1 12.1.1 B(i) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per approved MORTH clause no. 304. M3 141.90

2 12.8.A Case I Plain cement concrete M15 in open foundation complete as per drawing and technical specification and as per approved MORTH clause no.1500, 1700, 2100. M3 7848.87

3 (a) 12.8.C Case I Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications and as per approved MORTH clause no.1500, 1700, 2100.R.C.C. M20 (in Box cell) M3 8809.37

3(b) 12.8.B Case I Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications and as per approved MORTH clause no.1500,1700,2100. P.C.C. M20 (in wing wall and return wall) M3 8359.87

4 14.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications clause 2702 M3 14701.27

5 14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification 12773.57

6 14.09 Providing Drainage Spouts with 260 mmx260mm M.S.grading 100mm dia 1.0m long G.I. pipe including cost of all materials and labours complete as per drawing and Technical specification MOSTclause 2705. Nos. 5936.10

7 14.7 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.MOST clause 2703,1500,1600 and 1700. M 2232.04

8 12.42 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. M3 79709.50

9 16.08 Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding,rubble stone laid in cement mortar (1:3) as per approved MORTH Clause No.2505. (For Apron) M3

10 16.01 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.MORTH Clause 2504. M3 5444.47

11 13.10 Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drwaing and technical specification. M3 4703.08

12 13.08 Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. Nos. 153.70

13 14.16 Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. M2

14 14.17.ii Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. M

15 13.09 Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications M3

Granular Material

Sandy material 1714.58

16 3.16 Construction of Embankment with approved material obtained from Borrow pits with approved material 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. M3 212.7

17 4.2 (i) Sub-Analysis Construction of Granular sub-base by providing coarse graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. M3 4839.4

CARRIAGE COST OF BASE MATERIAL

Carriage Cost (Surfaced Road)

Carriage Cost (Un Surfaced Road)

Carriage Cost (Kaccha Road)

S.No. Material Unit Source Railway Frieght (Rs.) Lead Distance (KM) Loading and Unloading Carriage Cost Per Km Total Carriage Cost

Surfaced Road Unsurfaced Road Kaccha Road Surfaced Road Unsurfaced Road Kaccha Road

1 Stone Chips M3 Mirzachauki 1113.74 32 1 149.0 x 3 20 24.16 2224.90

2 Stone Metal M3 Shekhpura 788.84 31 2 149.00 x 3 20 24.16 1904.16

3 Coarse Sand M3 Kiul 125 1 93.60 9.92 12 1345.60

4 Fine Sand (Local) M3 Local 2 1 93.60 20 48.48 237.48

6 Bitumen Emulsion MT Muzaffarpur 111 0 577.80 6.20 0 1264.00

7 Bitumen MT Barauni 90 0 577.80 6.20 0 1133.80

8 Stone Boulder M3 Shekhpura 788.84 32 2 392.70 x 3 20.87 25.22 2685.22

RCD, Road Division, Benipur

S.No. SOR No. Item Rate Unit

1 4.01 B(i) Granular Sub- base

Basic Rate Rs. 1393.60 Per cum

Carriage Cost of material 1.346 x 1904.16 Rs. 2563.00

Finished Rate = Rs. 3956.60 Per cum

Basic Rate Rs. 1561.40 Per cum

Carriage Cost of material 1.41 x 1904.16 Rs. 2684.87

Finished Rate = Rs. 4246.27 Per cum

3 5.01.502 (ii)A Prime Coat

Basic Rate Rs. 44.00 Per sqm

Carriage Cost of Emulsion 0.0006 x 1264.00 Rs. 0.76

Finished Rate = Rs. 44.76 Per sqm

4 5.02(i) Tack Coat

Basic Rate Rs. 22.70 Per sqm

Carriage Cost of Emulsion 0.0002 x 1264 Rs. 0.25

Finished Rate = Rs. 22.95 Per sqm

5 5.04.505 B D.G.B.M. Gr-II

Basic Rate Rs. 15306.70 Per cum

Carriage Cost of Chips 1.441 x 2224.90 Rs. 3206.08

Carriage Cost of Bitumen 0.1039 x 1133.80 117.80

Finished Rate = Rs. 18630.58 Per cum

Basic Rate Rs. 17910.40 Per cum

Carriage Cost of Chips 1.459 x 2224.9 Rs. 3246.13

Carriage Cost of Bitumen 0.12744 x 1133.8 144.49

Finished Rate = Rs. 21301.02 Per cum

Basic Rate Rs. 2992.90 Per cum

Carriage Cost of Chips 0.9 x 2224.9 Rs. 2002.41

Carriage Cost of Sand 0.45 x 1345.60 605.52

Finished Rate = Rs. 5600.83 Per cum

Basic Rate Rs. 5896.80 Per cum

Carriage Cost of Chips 0.9 x 2224.9 Rs. 2002.41

Carriage Cost of Sand 0.45 x 1345.60 605.52

Finished Rate = Rs. 8504.73 Per cum

9 12.08 A Case I PCC Gr-M15 in open foundation

Basic Rate Rs. 4658.50 Per cum

Carriage Cost of Chips 0.9 x 2224.9 Rs. 2002.41

Carriage Cost of Sand 0.45 x 1345.60 605.52

Finished Rate = Rs. 7266.43 Per cum

10 12.08 B Case I PCC Gr -M20

Basic Rate Rs. 5206.70 Per cum

Carriage Cost of Chips 0.9 x 2224.9 Rs. 2002.41

Carriage Cost of Sand 0.45 x 1345.60 605.52

Finished Rate = Rs. 7814.63 Per cum

11 12.08 C Case I RCC Gr- M20

Basic Rate Rs. 5688.60 Per cum

Carriage Cost of Chips 0.9 x 2224.9 Rs. 2002.41

Carriage Cost of Sand 0.45 x 1345.60 605.52

Finished Rate = Rs. 8296.53 Per cum

12 15.18 RCC Gr- M30 (Wearing Coat)

Basic Rate Rs. 11721.20 Per cum

Carriage Cost of Chips 0.9 x 2224.9 Rs. 2002.41

Carriage Cost of Sand 0.45 x 1345.60 605.52

Finished Rate = Rs. 14329.13 Per cum

13 15.16 RCC Gr- M30 (Approach Slab)

Basic Rate Rs. 9613.70 Per cum

Carriage Cost of Chips 0.9 x 2224.9 Rs. 2002.41

Carriage Cost of Sand 0.45 x 1345.60 605.52

Finished Rate = Rs. 12221.63 Per cum

15 14.07 RCC Railing Gr-M30

Basic Rate Rs. 2003.30 Per RM

Carriage Cost of Chips 0.0767 x 2224.9 Rs. 170.65

Carriage Cost of Sand 0.0384 x 1345.60 51.67

Finished Rate = Rs. 2225.62 Per RM

21 15.24 Filter media with granular material

Basic Rate Rs. 1662.80 Per cum

Carriage Cost of stone aggregate 1.2 x 2685.22 Rs. 3222.26

Finished Rate = Rs. 4885.06 Per cum

22 15.23B Back filling behind abutment

Basic Rate Rs. 818.00 Per cum

Carriage Cost of local sand 1.2 x 237.48 Rs. 284.98

Finished Rate = Rs. 1102.98 Per cum

23 16.02 Boulder Apron in wire crate

Basic Rate Rs. 2079.30 Per cum

Carriage Cost of stone boulder 1.2 x 2668.22 Rs. 3201.86

Finished Rate = Rs. 5281.16 Per cum

24 16.01 Boulder Apron without wire crate

Basic Rate Rs. 1775.70 Per cum

Carriage Cost of stone boulder 1.2 x 2685.22 Rs. 3222.26

Finished Rate = Rs. 4997.96 Per cum

28 16.08 A Stone flooring

Basic Rate 4640.00

Carriage Cost of stone boulder 1.2 x 2685.22 3222.26

Carriage Cost of Sand 0.14 x 1345.60 188.38

Finished Rate = 8050.65 Per cum

J.E A.E E.E RCD, Road Division, Benipur

BILL OF QUANTITY

Name of Work:- Remaining Work of Widening and Strengthening of Jariso Chowk (SH-88) to Bharat Chowk (SH-56) Bypass Road (Via. Darkhram-Pauri-Mushahari-Dipa-Barmajha Pokhar-Pohaddi ) in Km 0.00 to 5.550 (Total Length - 5.550 Km) for the year 2021-22 under RCD, Road Division, Benipur.

B.O.Q. Amount Rs. 56,590,027.00

Cost of B.O.Q. (To be paid online mode) Rs. 10,000.00

Processing fee for BELTRON in Rs. (T0 be paid online in BELTRON A/C Directly by the Contractor Rs. 11,800.00

Earnest Money ( To be paid online/offline mode) Rs. 1,132,000.00

Time of Completion 3 (Three) Months

Date of Tender As per NIT

(A) CONSTRUCTION WORK

S.No. SOR No. Description Unit Quantity Rate Amount

1 2.03.(ii) A Clearing and grubbing road land including uprooting rank vegetation,grass, bushes, shrubs saplings and tree girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable masterial to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceedi 150mm in thickness. Hectare 0.10 195503.50 19550.00

2 2.05 (ii) A Dismantling of flexible pavements and disposal of dismantaled materials up to a lead of 1000 meters stacking serviceable and unserviceable materials separately. cum 105.03 518.10 54416.00

3 2.04 (ii) B (ii) Dismantling Brick/tile Work Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres. cum 176.80 517.30 91459.00

4 2.04(ix) Removing all type of Hume pipes and stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works.

(a)Upto 600 mm dia Hume pipe RM 35.00 1222.10 42774.00

(b)Upto 900 mm dia Hume pipe RM 40.00 1404.00 56160.00

5 3.13 (i) B Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per approved MORTH clause no. 304. cum 55.055 104.20 5737.00

6 3.16 Construction of Embankment with approved material obtained from Borrow pits with approved material 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. cum 5797.868 214.90 1245962.00

7 3.17 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 Table 300.1 and 300.2 as per Technical Specification Clause 301.5 cum 55.05 95.60 5263.00

8 4.01B(i) Construction of Granular sub-base by providing coarse graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. cum 445.571 3956.60 1762946.00

9 4.14B Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. cum 1281.363 4246.27 5441013.00

10 5.01A(ii) Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. sqm 5046.865 44.76 225898.00

11 5.2(i) Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 0.20 kg/sqm on prepared bituminous/primed granular surface cleaned with mechanical broom complete job. sqm 9741.585 22.95 223569.00

12 5.4 B(ii) Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 505 complete in all respects.(Grade -II) cum 386.869 18630.85 7207698.00

13 5.5B(ii) Providing and laying bituminous concrete with 100-120 TPH higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 to 5.6 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects. cum 167.599 21301.28 3570073.00

15 6.02 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing cum 7.06 8504.73 60043.00

16 8.14 Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)

(i) (i) 5th kilometre stone (precast) Nos. 2.00 4184.50 8369.00

(ii) (ii) Ordinary kilometer stone (precast) Nos. 4.00 2395.10 9580.00

(iii) (iii) Hectometer stone (precast) Nos. 22.00 734.50 16159.00

17 8.13 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising 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 824.10 647.60 533687.00

18 8.06 Providing and erecting direction and place identification retro-reflectorised sign as per IRC: 67made of encapsulated lens type reflective sheeting vide clouse 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel single angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60cm, 60cm beiow ground level as per approved drawing. O & D sqm 28.80 15662.80 451089.00

19 8.04 B Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade vide sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.

(ii) Intersection Signs/ Hump Signs/ Curve Signs / No Overtaking Sign/ Pedestrian informatory Signs (900 Equilateral Triangle) Nos. 50.00 6631.20 331560.00

(x) Direction Signs/Place Identification Signs/Amenity ahead Signs (800x600mm) rectangular. Nos. 25.00 8169.70 204243.00

(xv) Padestrian Warning Signs (900 Octagonal) Nos. 4.00 10447.60 41790.00

(viii) Speed limit Signs (600 Circular) Nos. 12.00 5820.20 69842.00

(xii) Object Hazard Marker (600x450) rectangular Nos. 48.00 5665.10 271925.00

20 8.35 (b) Reflective Raised Pavement Marker with Shank (Cat Eye/Road Stud)Supplying and fixing of raised pavement marker with made of aluminum alloy or plastic body moulded from ASA (Acrylic Styrene Acrylonitrite) or IPS (High Ipact Polstrene) orAcrlonitrite butadiene Styrene (ABS) or any other suitable material approved by the Engineer. The marker shall support a load of 13635 kg tested in accordance with ASTM D4280. The reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. Lenses shall be moulded of methyl methecrylate conforming to ASTM D788 of equivalent.The slop or retroreflecting surface shall preferably be 35+/5 degree to base and the area of each retro-reflecting surface shall not be less than 13.00sq.cm the marker height shall not be less tan 10 mm and shall not exceed 20 mm & width shall not exceed 130 mm. The base of the marker shall be flat within 1.3mm, all road studs shall be ligibly marked with the name, trade or other means of identification of the manufacturer epoxy installations, excess adhesive around te edge of the marker, excess adhesive on the pavement and adhesive on the exposed surface of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipilated retro-reflectance of the reflecting panel, to the Engineer. In addition a two year warranty for satisfactory infield performance of the finised road marker shall also given by the contractor who carried out the work of fixing of reflective road marker. In case the markers are displaced, damaged, get worn out or lose thier reflectivity compared to stipulated standards,, the contractor would be required to replace all the such markers within 15 days of the intimation from the Engineer, at his own cost. Nos. 1993.00 302.30 602484.00

21 8.38 Rumble Strips (Provision of 15 nos. Rumble Strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint.) sqm 187.50 1268.33 237812.00

22 8.07 Overhead Signs (Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans & as per IRC: 67)

8.07A (A) Truss & Vertical support MT 4.238 83180.70 352520.00

8.07B (B)Aluminum alloy plate sqm 72.00 15889.60 1144051.00

23 8.16 Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting) Nos. 182.00 613.40 111639.00

24 15.11A case-II Plain cement concrete M15 in open foundation complete as per drawing and technical specification and as per approved MORTH clause no.1500, 1700, 2100. cum 676.82 7876.63 5331061.00

25 15.01(i) B(i) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per approved MORTH clause no. 304. cum 2942.978 130.40 383764.00

26 15.11 C Case-II Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications and as per approved MORTH clause no.1500, 1700, 2100.R.C.C. M20 (in Box cell) cum 370.009 8476.63 3136429.00

27 15.11B case-ii Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications and as per approved MORTH clause no.1500,1700,2100. P.C.C. M20 (in wing wall and return wall) cum 265.227 8456.43 2242874.00

28 15.18 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications clause 2702 cum 45.88 14350.03 658379.00

29 15.13 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. MT 22.5846 81680.4 1844719.00

30 15.16 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification cum 142.17 12221.63 1737549.00

31 15.17 Providing Drainage Spouts with 260 mmx260mm M.S.grading 100mm dia 1.0m long G.I. pipe including cost of all materials and labours complete as per drawing and Technical specification MOSTclause 2705. Each 12.00 1063.10 12757.00

32 14.07 Construction of RCC railing of M30 Grade -in-Situ with 20mm, aggregate size, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. M 112.28 2225.62 249893.00

33 16.01 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.MORTH Clause 2504. cum 681.20 4977.96 3390986.00

34 16.08A Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding,rubble stone laid in cement mortar (1:3) as per approved MORTH Clause No.2505. (For Apron) cum 63.40 8899.95 564257.00

35 15.24 Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drwaing and technical specification. cum 74.30 3947.79 293321.00

36 15.14 Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. no 292.00 153.10 44705.00

37 15.21 Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. sqm 271.32 128.50 34865.00

38 8.09 Providing and applying 2 coats of Ready mix paint of approved brand on steel surface after through cleaning of surface to given an even shape. sqm 139.83 92.00 12864.00

39 8.03(i) Printing new letter a with shynnd figures of any shade with synthetic enamel paint black or any othe approved clours to give an even shade. cm-ht/lt 3840.00 1.40 5376.00

40 15.22(ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. M 288.00 509.70 146794.00

41 15.23B Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications cum 384.00 1102.98 423544.00

Sub Total (I) 44913448.00

Add L.W .Cess @1% 449134.00

Add Seigniorage Fee 512134.00

Sub Total (II) 45874716.00

Dismantaling Work(Part B)

Dismantling of LT line

43 PSC Pole 200kg Nos. 15 418.45 6277.00

44 GI Stay set set 20 558.16 11163.00

46 ACSR Rabbit conductor Km 12 6934.74 83217.00

47 Piercing connector set 350 12.55 4393.00

49 Nuts and bolts Kg. 450 14.18 6381.00

50 Rail Pole 13m long Nos. 16 8520.22 136324.00

51 11 KV V cross arm Nos. 8 136.17 1089.00

52 11 KV Top bracket Nos. 8 45.87 367.00

53 Back clamp Nos. 16 22.83 365.00

54 Pin insulator Nos. 24 20.17 484.00

55 KV disc insulator with fitting set 16 76.56 1225.00

56 11 KV DP channel for lapping set 24 90.53 2173.00

57 L.T bracket for busbar Nos. 8 65.37 523.00

58 L.T shskcle insultor with filling set 8 15.04 120.00

59 ACSR rabbit conductor Km 0.8 6971.46 5577.00

60 Earthing material Nos. 24 511.14 12267.00

61 Angle stay clamp set 8 23.97 192.00

62 support clamp for DSS Pair 64 31.38 2008.00

63 HG fuse set Nos. 8 1261.70 10094.00

65 DTr. Top channel Nos. 16 359.02 5744.00

66 A.B switch Moniting Chanel Nos. 16 258.56 4137.00

67 Chhanel Support for Operating handle Nos. 16 44.24 708.00

68 Chhanel Support for Operating Pipe Nos. 16 36.39 582.00

69 Tr. Beling Angle Nos. 16 168.99 2704.00

70 Tr Beting Support angle Nos. 16 30.18 483.00

71 Transformer Base chanel Nos. 16 359.02 5744.00

72 HG fuse set mounting chanel Nos. 16 258.56 4137.00

73 Transformer side Base chanel Nos. 16 45.49 728.00

74 Dummy clamp for top chanel Nos. 24 17.90 430.00

75 Dummy clamp for HG Use Nos. 24 18.53 445.00

76 Dummy Clamp for base chanel Nos. 24 21.06 505.00

77 Both clamp for operating handle Nos. 24 27.16 652.00

78 top clamp for A B switch Nos. 16 27.16 435.00

79 clamp for ab swicth mounting chanel Nos. 16 25.69 411.00

81 GI stay set with fitting set 24 381.89 9165.00

82 stay clamp Pair 24 25.42 610.00

83 Guy insulator Nos. 24 60.67 1456.00

84 L T Bracket Nos. 24 65.37 1569.00

85 Danger board Nos. 8 6.48 52.00

Utility Shifting Erection 0

106 support clamp for rail pole Nos. 10.00 157.69 1577.00

107 back clamp for rail pole Nos. 7.00 170.23 1192.00

115 Sand & stone chips L.S. 0.1 175635.00 17564.00

116 Danger board Nos. 50 58.55 2928.00

117 Aluminium paint ltr 20 468.36 9367.00

118 Red Oxide ltr 20 292.73 5855.00

Utility Shifting Work (Supplimantary Agmt Part C)

Erection and shifting of 11 KV line,LT line,D/S/S along the RCD Road

121 Rail Pole 13m long Nos. 9 58375.22 525377.00

122 11 KVA Cross arm/Braket Nos. 8 932.98 7464.00

123 11KV Top bracket Nos. 8 314.28 2514.00

125 Back Clamp Nos. 8 156.39 1251.00

126 pin insulator with pin Nos. 20 138.17 2763.00

131 ACSR Rabbit conductor KM 0.8 47764.06 38211.00

152 M.S. Nuts bolts Kg. 200 97.18 19436.00

154 GI stay set with fitting set 8 2616.47 20932.00

155 stay clamp Pair 8 174.17 1393.00

156 Guy insulator Nos. 8 35.13 281.00

157 LT bracket Nos. 8 447.87 3583.00

158 Danger board Nos. 8 44.38 355.00

165 GI Stay set set 10 3824.16 38242.00

170 Aluminum binding wire Kg. 30 115.92 3478.00

172 side stay clamp for rail pole Nos. 9 132.6 1193.00

173 Angle stay clamp for rail pole Nos. 3 170.23 511.00

174 11 KV DP channel Nos. 2 2938.96 5878.00

Dismantaling Work 0

175 Rail Pole 13m long Nos. 26 8520.22 221526.00

176 11 KV V cross arm Nos. 88 136.17 11983.00

177 11 KV Top bracket/F-Clamp Nos. 88 23.41 2060.00

178 pin insulator with fitting Nos. 254 20.17 5123.00

179 Disc insulator with fitting set 56 76.56 4287.00

180 LT bracket for busbar Nos. 16 65.37 1046.00

181 ACSR Rabbit conductor KN 8 6971.46 55772.00

184 Clamp for AB V Cross Arm /Bracket Nos. 176 14.53 2557.00

185 S clamp for V bracket Pair 88 19.31 1699.00

186 11 KV tapping channel Nos. 8 96.9 775.00

187 GI Stay set set 25 558.16 13954.00

188 side stay clamp for rail pole Nos. 12 19.35 232.00

189 Angle stay clamp for rail pole Nos. 8 24.85 199.00

190 11 kv DP Channel Nos. 8 428.96 3432.00

191 clamp for 11 kv DP channel Nos. 18 19.31 348.00

192 11 KV Dp Cross bracing set 4 361.8 1447.00

193 Clamp for 11 kv cross bracing Nos. 18 14.53 262.00

194 support clamp for rail pole Nos. 60 23 1380.00

195 back clamp for rail pole Nos. 30 24.85 746.00

Executive Engineer, RCD, Road Division, Benipur

Remaining Quantity Calculation

Name of Work:- Remaining Work of Widening and Strengthening of Jariso Chowk (SH-88) to Bharat Chowk (SH-56) Bypass Road (Via. Darkhram-Pauri-Mushahari-Dipa-Barmajha Pokhar-Pohaddi ) in Km 0.00 to 5.550 (Total Length - 5.550 Km) for the year 2021-22 under RCD, Road Division ,Benipur.

Sr. No. Item of Work Unit As per BOQ As per Work done Balance Qty.

Qty Rate Amount (Rs.) Qty Rate Amount (Rs.) Qty (7-10) Amount (Rs.) (9-12)

Road Work(PART A)

1 Clearing and grubbing road land including uprooting rank vegetation,grass, bushes, shrubs saplings and tree girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable masterial to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceedi 150mm in thickness. Hectare 5.45 186934.00 1018790.00 5.35 186934.00 1000097.00 0.10 18693.00

2 Dismantling of flexible pavements and disposal of disantaled materials up to a lead of 1000 meters stacking serviceable and unserviceable materials separately. cum 833.25 487.70 406376.00 728.22 487.70 355153.00 105.03 51223.00

3 (ii) Dismantling Bricl/tile Work Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres. cum 198.40 395.10 78388.00 21.60 395.10 8534.00 176.80 69854.00

4 Removing all type of Hume pipes and stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works. 0.00 0.00 0.00 0.00

5 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per approved MORTH clause no. 304. cum 2249.500 95.70 215277.00 2194.445 95.70 210008.00 55.055 5269.00

6 Construction of Embankment with approved material obtained from Borrow pits with approved material 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. cum 32798.805 205.50 6740154.00 27000.937 205.50 5548693.00 5797.868 1191462.00

7 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 Table 300.1 and 300.2 as per Technical Specification Clause 301.5 cum 2249.50 92.40 207854.00 2194.445 92.40 202767.00 55.05 5087.00

8 Construction of Granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. cum 5229.580 3803.12 19888720.00 4784.009 3803.12 18194160.00 445.571 1694560.00

9 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. cum 8113.870 3933.98 31919802.00 6832.507 3933.98 26878946.00 1281.363 5040856.00

10 Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. sqm 32455.500 45.05 1462120.00 27408.635 45.05 1234759.00 5046.865 227361.00

11 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 0.20 kg/sqm on prepared bituminous/primed granular surface cleaned with mechanical broom complete job. sqm 64911.000 15.01 974314.00 55169.415 15.01 828093.00 9741.585 146221.00

12 Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 505 complete in all respects.(Grade -II) cum 2576.230 13173.55 33938095.00 2189.361 13173.55 28841657.00 386.869 5096438.00

13 Providing and laying bituminous concrete with 100-120 TPH higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 to 5.6 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects. cum 1284.745 15176.75 19498254.00 1117.146 15176.75 16954646.00 167.599 2543608.00

14 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. cum 322.08 5699.42 1835669.00 366.62 5699.42 2089521.00 0.00 0.00

15 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing cum 1734.25 8963.20 15544430.00 1727.19 8963.20 15481149.00 7.06 63280.00

16 Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) 0.00 0 0.00 0.00 0.00

(i) 5th kilometre stone (precast) Nos. 2.00 3509.40 7019.00 0 3509.40 0.00 2.00 7019.00

(ii) Ordinary kilometer stone (precast) Nos. 4.00 2014.60 8058.00 0 2014.60 0.00 4.00 8058.00

(iii) Hectometer stone (precast) Nos. 22.00 623.60 13719.00 0 623.60 0.00 22.00 13719.00

17 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising 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 2184.00 662.30 1446463.00 1359.9 662.30 900662.00 824.10 545801.00

18 Providing and erecting direction and place identification retro-reflectorised sign as per IRC: 67made of encapsulated lens type reflective sheeting vide clouse 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel single angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60cm, 60cm beiow ground level as per approved drawing. O & D sqm 28.80 15012.00 432346.00 15012.00 0.00 28.80 432346.00

19 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade vide sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. Nos. 0.00 0.00 0.00 0.00

(i) Intersection Signs/ Hump Signs/ Curve Signs / No Overtaking Sign/ Pedestrian informatory Signs (900 Equilateral Triangle) Nos. 50.00 6402.90 320145.00 0 6402.90 0.00 50.00 320145.00

(ii) Direction Signs/Place Identification Signs/Amenity ahead Signs (800x600mm) rectangular. Nos. 25.00 7838.80 195970.00 0 7838.80 0.00 25.00 195970.00

(iii) Padestrian Warning Signs (900 Octagonal) Nos. 4.00 9264.80 37059.00 0 9264.80 0.00 4.00 37059.00

(iv) Object Hazard Marker (600x450) rectangular Nos. 48.00 5501.30 264062.00 0 5501.30 0.00 48.00 264062.00

20 Providing and fixing of road stud 100x100mm diecast in aluminium resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete of asphaltic surface b drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar all as per BS 873 part 4:1973. Nos. 1993.00 261.70 521568.00 0 261.70 0.00 1993.00 521568.00

21 Rumble Strips (Provision of 6 nos. Rumble Strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint.) sqm 187.5 1268.33 237812.00 0 1268.33 0.00 187.50 237812.00

22 Overhead Signs (Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans & as per IRC: 67) 0.00 0 0.00 0.00 0.00

23 Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting) Nos. 182.00 517.50 94185.00 0 517.50 0.00 182.00 94185.00

24 Plain cement concrete M15 in open foundation complete as per drawing and technical specification and as per approved MORTH clause no.1500, 1700, 2100. cum 851.466 7605.62 6475927.00 174.642 7605.62 1328261.00 676.82 5147666.00

25 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per approved MORTH clause no. 304. cum 4127.539 120.60 497781.00 1184.561 120.60 142858.00 2942.978 354923.00

26 Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications and as per approved MORTH clause no.1500, 1700, 2100.R.C.C. M20 (in Box cell) cum 805.120 8109.42 6529056.00 435.111 8109.42 3528498.00 370.009 3000558.00

27 Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications and as per approved MORTH clause no.1500,1700,2100. P.C.C. M20 (in wing wall and return wall) cum 623.630 8101.32 5052226.00 358.403 8101.32 2903537.00 265.227 2148689.00

28 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications clause 2702 cum 100.83 14132.92 1425022.00 54.95 14132.92 776604.00 45.88 648418.00

29 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. MT 54.3700 78579.90 4272389.00 31.7854 78579.90 2497694.00 22.5846 1774696.00

30 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification cum 302.40 12107.90 3661429.00 160.23 12107.90 1940049.00 142.17 1721380.00

31 Providing Drainage Spouts with 260 mmx260mm M.S.grading 100mm dia 1.0m long G.I. pipe including cost of all materials and labours complete as per drawing and Technical specification MOSTclause 2705. Each 28.00 844.10 23635.00 16.00 844.10 13506.00 12.00 10129.00

32 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.MOST clause 2703,1500,1600 and 1700. M 246.68 2040.50 503351.00 134.40 2040.50 274243.00 112.28 229107.00

33 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.MORTH Clause 2504. cum 681.20 4491.94 3059910.00 0 4491.94 0.00 681.20 3059910.00

34 Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding,rubble stone laid in cement mortar (1:3) as per approved MORTH Clause No.2505. (For Apron) cum 63.40 7203.90 456727.00 0 7203.90 0.00 63.40 456727.00

35 Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drwaing and technical specification. cum 154.45 3516.57 543134.00 80.15 3516.57 281853.00 74.30 261281.00

36 Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. cum 788.00 144.42 113803.00 496.00 144.42 71632.00 292.00 42171.00

37 Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. sqm 271.32 84.70 22981.00 0 84.70 0.00 271.32 22981.00

38 Providing and applying 2 coats of Ready mix paint of approved brand on steel surface after through cleaning of surface to given an even shape. sqm 139.83 74.10 10361.00 0 74.10 0.00 139.83 10361.00

39 Printing new letter a with shynnd figures of any shade with synthetic enamel paint black or any othe approved clours to give an even shade. cm-ht/lt 3840.00 1.00 3840.00 0 1.00 0.00 3840.00 3840.00

40 Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. M 288.00 381.80 109958.00 0 381.80 0.00 288.00 109958.00

41 Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications cum 998.40 637.90 636879.00 614.40 637.90 391926.00 384.00 244954.00

Add Seigniorage fee 1669578.00 1306243.00 363335.00

Total Civil Work Cost Total(A) 196263771.00 150321785.00 45941986.00

Utility Shifting Work(Part B)

(i)Dismantling of LT line

55 KV disc insulator with fitting set 16 76.56 1225.00 0 76.56 0.00 16 1225.00

56 11 KV DP channel for lapping set 24 90.53 2173.00 0 90.53 0.00 24 2173.00

57 L.T bracket for busbar Nos. 8 65.37 523.00 0 65.37 0.00 8 523.00

58 L.T shskcle insultor with filling set 8 15.04 120.00 0 15.04 0.00 8 120.00

62 support clamp for DSS Pair 64 31.38 2008.00 0 31.38 0.00 64 2008.00

66 A.B switch Moniting Chanel Nos. 16 258.56 4137.00 0 258.56 0.00 16 4137.00

67 Chhanel Support for Operating handle Nos. 16 44.24 708.00 0 44.24 0.00 16 708.00

68 Chhanel Support for Operating Pipe Nos. 16 36.39 582.00 0 36.39 0.00 16 582.00

70 Tr Beting Support angle Nos. 16 30.18 483.00 0 30.18 0.00 16 483.00

71 Transformer Base chanel Nos. 16 359.02 5744.00 0 359.02 0.00 16 5744.00

72 HG fuse set mounting chanel Nos. 16 258.56 4137.00 0 258.56 0.00 16 4137.00

73 Transformer side Base chanel Nos. 16 45.49 728.00 0 45.49 0.00 16 728.00

74 Dummy clamp for top chanel Nos. 24 17.90 430.00 0 17.90 0.00 24 430.00

75 Dummy clamp for HG Use Nos. 24 18.53 445.00 0 18.53 0.00 24 445.00

76 Dummy Clamp for base chanel Nos. 24 21.06 505.00 0 21.06 0.00 24 505.00

77 Both clamp for operating handle Nos. 24 27.16 652.00 0 27.16 0.00 24 652.00

78 top clamp for A B switch Nos. 16 27.16 435.00 0 27.16 0.00 16 435.00

79 clamp for ab swicth mounting chanel Nos. 16 25.69 411.00 0 25.69 0.00 16 411.00

81 GI stay set with fitting set 24 381.89 9165.00 0 381.89 0.00 24 9165.00

(ii)Utility Shifting Erection Work

95 Clamp for V cross amr/braket Nos. 220 99.53 21897.00 220 99.53 21897.00 0.00 0.00

102 side stay clamp for rail pole Nos. 30 132.60 3978.00 30 132.60 3978.00 0.00 0.00

103 Angle stay clamp for rail pole Nos. 10 170.23 1702.00 10 170.23 1702.00 0.00 0.00

107 Clamp for 11 kv cross bracing Nos. 30 99.53 2986.00 30 99.53 2986.00 0.00 0.00

110 MSS Channel for guard bracket Nos. 210 1405.08 295067.00 210 1405.08 295067.00 0.00 0.00

111 clamp for MS chhanel for guard wire Nos. 60 99.53 5972.00 60 99.53 5972.00 0.00 0.00

112 GI wire for gaurding & earthing Kg. 60 57.37 3442.00 60 57.37 3442.00 0.00 0.00

Utility Shifting Work (Supplimantary Agmt Part C)

(iii)Erection and shifting of 11 KV line,LT line,D/S/S along the RCD Road

128 Disc insulator with fitting set 16 524.56 8393.00 16 524.56 8393.00 0 0.00

131 LT Shskle insulator with fitting set 8 103.04 824.00 8 103.04 824.00 0 0.00

135 Support clamp for DSS Pair 64 214.98 13759.00 64 214.98 13759.00 0 0

139 AB Switch Monting Channel Nos. 16 1771.5 28344.00 16 1771.5 28344.00 0 0

140 Channel Support for operating handle Nos. 16 303.12 4850.00 16 303.12 4850.00 0 0

141 Channel Support for operating Pipe Nos. 16 249.32 3989.00 16 249.32 3989.00 0 0

143 Tr. Belting Support Angle Nos. 16 206.76 3308.00 16 206.76 3308.00 0 0

144 Transformer Base chanel Nos. 16 2459.77 39356.00 16 2459.77 39356.00 0 0

145 HG fuse set mounting chanel Nos. 16 1771.5 28344.00 16 1771.5 28344.00 0 0

146 Transformer side Base chanel Nos. 16 311.65 4986.00 16 311.65 4986.00 0 0

147 Dummy clamp for top chanel Nos. 24 122.63 2943.00 24 122.63 2943.00 0 0

148 Dummy Clamp for HG Fuse Nos. 24 126.96 3047.00 24 126.96 3047.00 0 0

149 Dummy Clamp for Base chanel Nos. 24 144.27 3462.00 24 144.27 3462.00 0 0

150 Both clamp for operating handle Nos. 24 186.11 4467.00 24 186.11 4467.00 0 0

151 top clamp for A B switch Nos. 16 186.11 2978.00 16 186.11 2978.00 0 0

152 clamp for ab swicth mounting chanel Nos. 16 176.01 2816.00 16 176.01 2816.00 0 0

173 side stay clamp for rail pole Nos. 30 132.6 3978.00 21 132.6 2785.00 9 1193.00

174 Angle stay clamp for rail pole Nos. 10 170.23 1702.00 7 170.23 1192.00 3 511.00

(iv)Dismantaling Work 0.00 0.00 0.00

179 pin insulator with fitting Nos. 254 20.17 5123.00 0 20.17 0.00 254 5123.00

180 Disc insulator with fitting set 56 76.56 4287.00 0 76.56 0.00 56 4287.00

185 Clamp for AB V Cross Arm /Bracket Nos. 176 14.53 2557.00 0 14.53 0.00 176 2557.00

190 side stay clamp for rail pole Nos. 12 19.35 232.00 0 19.35 0.00 12 232.00

191 Angle stay clamp for rail pole Nos. 8 24.85 199.00 0 24.85 0.00 8 199.00

195 Clamp for 11 kv cross bracing Nos. 18 14.53 262.00 0 14.53 0.00 18 262.00

196 support clamp for rail pole Nos. 60 23 1380.00 0 23 0.00 60 1380.00

197 back clamp for rail pole Nos. 30 24.85 746.00 0 24.85 0.00 30 746.00

J.E A.E Executive Engineer, RCD, Road Division, Benipur

STATEMENT OF BALANCE WORK

Name of Work :- Widening and Strengthening of Rosera-Mabidhala-Sarhachiya-Mangalgardh- Kale- Rajghat- Satighat Road in Km 22.520 to 30.920 (Total Length - 8.40 Km) for the year 2020-21 under RCD, Road Division ,Benipur.

Sr. No. SOR No. Item of Work Unit As per Agreement As per Work done Balance Work Proposed Work

Qty Rate (In Rs.) Amount (Rs.) Qty Rate (In Rs.) Amount (Rs.) Qty (5-7) Rate Amount (Rs.) Qty Rate (In Rs.) Amount (Rs.)

1 2.03. 201 (ii)A Clearing and grubbing road land including uprooting rank vegetation,grass, bushes, shrubs saplings and tree girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable masterial to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceedi 150mm in thickness. Hectare 4.42 67704.16 299252.00 3.8055 67704.16 257648.00 0.61 67704.16 41604.00 0.61 194799.10 118827.00

2 2.05 202(ii) A Dismantling of flexible pavements and disposal of disantaled materials up to a lead of 1000 meters stacking serviceable and unserviceable materials separately. cum 1624.50 566.21 919808.00 0.00 566.21 0.00 1624.50 566.21 919808.00 1624.50 511.80 831419.00

3 2.06 202 Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a alead of 1000 metres, stackiung serviceable and unserviceable materials separately cum 618.75 1573.10 973356.00 0 1573.10 0.00 618.75 1573.10 973356.00 618.75 772.80 478170.00

4 2.04. 202 .(i) II A Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres as per Technical Specification Clause 202. (ii) Cement concrete. cum 21.60 579.07 12508.00 0 579.07 0.00 21.60 579.07 12508.00 21.60 886.80 19155.00

5 2.04 202 (ii) A Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres. (i) Cement mortar cum 16.40 351.25 5761.00 0 351.25 0.00 16.40 351.25 5761.00 16.40 490.20 8039.00

6 2.04 202 (ix) Removing all type of Hume pipes and stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works. 0.00 0.00 0.00 0.00 0.00

7 3.17 305 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 Table 300.1 and 300.2 as per Technical Specification Clause 301.5 cum 8853.99 194.04 1718028.00 0 194.04 0.00 8853.99 194.04 1718028.00 8853.99 94.80 839358.00

8 3.16 305 Construction of Embankment with approved material obtained from Borrow pits with approved material 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. cum 161318.66 271.02 43720583.00 39966.241 271.02 10831651.00 121352.42 271.02 32888933.00 121352.42 212.70 25811660.00

9 4.01 401 A(i) Construction of Granular sub-base by providing coarse graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. cum 12677.95 3547.43 44974140.00 3861.57 3547.43 13698649.00 8816.38 3547.43 31275491.00 8816.38 4839.40 42665989.00

10 4.01 401 A(i) Sub-Analysis Construction of Granular sub-base by providing coarse graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.(Reuse of Dismanteled Material) cum 1299.60 128.00 166349.00 0 128.00 0.00 1299.60 128.00 166349.00 1299.60 128.00 166349.00

11 4.14 406 B Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. cum 8218.65 3889.44 31965946.00 0 3889.44 0.00 8218.65 3889.44 31965946.00 8218.65 5169.02 42482366.00

12 5.01 502 Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. sqm 32874.60 30.90 1015825.00 0 30.90 0.00 32874.60 30.90 1015825.00 32874.60 45.27 1488233.00

13 5.02 503 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 0.20 kg/sqm on prepared bituminous/primed granular surface cleaned with mechanical broom complete job. sqm 65749.20 11.34 745596.00 0 11.34 0.00 65749.20 11.34 745596.00 65749.20 13.65 897477.00

14 5.04 505 B Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 505 complete in all respects. cum 2629.97 11230.49 14767870.00 0 11230.49 0.00 2629.97 11230.49 14767870.00 2629.97 13977.80 36761195.00

15 5.05 507 B Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects. cum 1314.98 11230.49 14767870.00 0 11230.49 0.00 1314.98 11230.49 14767870.00 1314.98 15499.41 20381414.00

16 6.01 601 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. cum 1450.85 4865.04 7058443.00 52.92 4865.04 257458.00 1397.93 4865.04 6800985.00 1397.93 6287.07 8788884.00

17 6.02 602 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing cum 3562.35 7394.90 26343222.00 130.55 7394.90 965404.00 3431.80 7394.90 25377818.00 3431.80 9128.07 31325711.00

18 8.13 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising 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 1289.20 740.40 9545524.00 0 740.40 0.00 1289.20 740.40 9545524.00 1289.20 705.30 909273.00

19 8.06 Providing and erecting direction and place identification retro-reflectorised sign as per IRC: 67made of encapsulated lens type reflective sheeting vide clouse 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60cm, 60cm beiow ground level as per approved drawing. O & D sqm 5.76 11177.41 64382.00 0 11177.41 0.00 5.76 11177.41 64382.00 5.76 15020.60 86519.00

20 8.04 A Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. Nos. 0.00 0 0.00 0.00 0.00 0.00 0.00

(ii) Intersection Signs/ Hump Signs/ Curve Signs / No Overtaking Sign/ Pedestrian informatory Signs (900 Equilateral Triangle) Nos. 39.00 4626.59 180445.00 0 4626.59 0.00 39.00 4626.59 180445.00 39.00 6444.00 251316.00

(i) Direction Signs/Place Identification Signs/Amenity ahead Signs (800x600mm) rectangular. Nos. 18.00 5780.78 104054.00 0 5780.78 0.00 18.00 5780.78 104054.00 18.00 7879.20 141826.00

21 8.35 (a) Providing and fixing of road stud 100x100mm diecast in aluminium resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete of asphaltic surface b drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar all as per BS 873 part 4:1973. Nos. 1032.00 223.24 230384.00 0 223.24 0.00 1032.00 223.24 230384.00 1032.00 295.10 304543.00

22 8.38 Rumble Strips (Provision of 6 nos. Rumble Strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint.) M3 8.25 7996.82 65974.00 0 7996.82 0.00 8.25 7996.82 65974.00 8.25 201.20 1660.00

23 8.14 Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) 0 0.00 0.00 0.00 0.00 0.00

24 8.16 Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting) Nos. 84.00 482.13 40499.00 0 482.13 0.00 84.00 482.13 40499.00 84.00 587.10 49316.00

25 8.07 Overhead Signs (Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans & as per IRC: 67) Nos. 3.00 221350.00 664050.00 0 221350.00 0.00 3.00 221350.00 664050.00 3.00 329134.97 987405.00

26 12.08 A Case I Plain cement concrete M15 in open foundation complete as per drawing and technical specification and as per approved MORTH clause no.1500, 1700, 2100. cum 1643.36 6419.02 10548761.00 165.14 6419.02 1060037.00 1478.22 6419.02 9488724.00 1478.22 7848.87 11602357.00

27 12.01 I B(i) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per approved MORTH clause no. 304. cum 8853.99 69.23 612962.00 2584.972 69.23 178958.00 6269.02 69.23 434004.00 6269.02 128.40 804942.00

28 12.08 B Case I Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications and as per approved MORTH clause no.1500,1700,2100. P.C.C. M20 (in wing wall and return wall) cum 1055.30 6600.62 6965634.00 0 6600.62 0.00 1055.30 6600.62 6965634.00 1055.30 8359.87 8822171.00

29 12.08 C Case I Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications and as per approved MORTH clause no.1500, 1700, 2100.R.C.C. M20 (in Box cell) cum 2070.00 6682.13 13832009.00 1196.952 6682.13 7998189.00 873.05 6682.13 5833820.00 873.05 8809.37 7691020.00

30 12.42 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. MT 160.27 48387.75 7755110.00 103.7194 48387.75 5018748.00 56.55 48387.75 2736356.00 56.55 79709.50 4507572.00

31 14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification cum 252.00 9295.25 2342403.00 0 9295.25 0.00 252.00 9295.25 2342403.00 252.00 12773.57 3218940.00

32 14.04 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications clause 2702 cum 145.02 10359.64 1502355.00 35.080 10359.64 363416.00 109.94 10359.64 1138939.00 109.94 14701.27 1616258.00

33 14.09 Providing Drainage Spouts with 260 mmx260mm M.S.grading 100mm dia 1.0m long G.I. pipe including cost of all materials and labours complete as per drawing and Technical specification MOSTclause 2705. Each 60.00 775.74 46544.00 0 775.74 0.00 60.00 775.74 46544.00 60.00 5936.10 356166.00

34 14.07 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications .MOST clause 2703,1500,1600 and 1700. M 354.80 1494.09 530103.00 21.480 1494.09 32093.00 333.32 1494.09 498010.00 333.32 2232.04 743984.00

35 16.08 Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding,rubble stone laid in cement mortar (1:3) as per approved MORTH Clause No.2505. (For Apron) cum 216.00 7553.57 1631571.00 0 7553.57 0.00 216.00 7553.57 1631571.00 216.00 8073.28 1743828.00

36 13.1 Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drwaing and technical specification. cum 326.56 3547.19 1158370.00 0 3547.19 0.00 326.56 3547.19 1158370.00 326.56 4703.08 1535838.00

37 13.08 Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. cum 1060.00 111.07 117734.00 0 111.07 0.00 1060.00 111.07 117734.00 1060.00 153.70 162922.00

38 13.09 B Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications cum 856.10 848.87 726718.00 0.00 848.87 0.00 856.10 848.87 726718.00 856.10 1714.58 1467852.00

A Sandy Material 0.00 0.00 0.00 0.00 0.00

39 14.17 (ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. M 240.00 302.28 72547.00 0.00 302.28 0.00 240.00 302.28 72547.00 240.00 467.30 112152.00

40 14.16 Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. sqm 390.00 87.99 34316.00 0.00 87.99 0.00 390.00 87.99 34316.00 390.00 130.70 50973.00

41 16.01 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.MORTH Clause 2504. cum 1323.00 3670.43 4855979.00 0.00 3670.43 0.00 1323.00 3670.43 4855979.00 1323.00 5035.97 6662588.00

42 3.06 301 Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m cum 3500.00 140.65 492275.00 0 140.65 0.00 3500.00 140.65 492275.00 3500.00 107.00 374500.00

FOUNDATION WORK 0.00 0.00 0.00 0.00 0.00

43 12.01 B(ii) Earth work in excavation of foundation of structures in all kinds of soil including all leads and lifts complete as per drawings and and technical specification, Clause 304 (Upto 3m) cum 1494.50 86.62 129454.00 319.487 86.62 27674.00 1175.01 86.62 101780.00 1175.01 141.90 166734.00

44 12.22 Providing Steel Liner 10 mm thick for piles upto scour level with all required accessories all complete job as per technical specifications sections 1100 MT 34.66 65042.10 2254359.00 0.00 65042.10 0.00 34.66 65042.10 2254359.00 34.66 103120.20 3574146.00

45 12.25 Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. M 1674.00 16064.23 26891521.00 564.00 16064.23 9060226.00 1110.00 16064.23 17831295.00 1107.00 18137.60 20078323.00

46 12.40 D Case I Providing and laying of RCC M35 grade in Pile Caps excluding Reinforcement all complete job as per Drawing and Technical Specifications .Sections 1100, 1500 and 1700. cum 850.66 7360.42 6261215.00 192.78 7360.42 1418942.00 657.88 7360.42 4842273.00 657.88 8849.27 5821758.00

47 12.41 Providing and laying of PCC M15 levelling course 100 mm thick below the pile cap. cum 44.30 6330.48 280440.00 10.081 6330.48 63818.00 34.22 6330.48 216623.00 34.22 7679.47 262791.00

48 12.42 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. MT 257.06 52972.47 13617103.00 74.8926 52972.47 3967246.00 182.17 52972.47 9649857.00 182.17 79709.50 14520680.00

49 2.04 B Dismantling of Pile Top(Surplus portion) including liner up to avg. 1.5m length before casting of Pile Cap all complete job as per Drawing and Technical Specifications . cum 78.72 1226.87 96579.00 18.992 1226.87 23301.00 59.73 1226.87 73278.00 59.73 1180.40 70505.00

50 12.09 A Providing and constructing temporary island 24m diameter for construction of Well foundation for 8m dia. Well. Assuming depth of water 1 m. Nos. 3 58746.27 176239.00 0.00 58746.27 0.00 3.00 58746.27 176239.00 3.00 91199.40 273598.00

51 12.09 C Providing and constructiing one span service road to reach island location from one pter location to another pier loaction M 48 4889.8 234710.00 0.00 4889.8 0.00 48.00 4889.8 234710.00 48.00 4452.20 213706.00

SUB STRUCTURE WORK 0.00 0.00 0.00 0.00 0.00

52 13.05 G (p) Plain/Reinforced cement concrete M30 Grade in sub-strucutre excluding Reinforcement all complete job as per drawing and Technical specifications cum 373.58 7487.69 2797251.00 11.925 7487.69 89291.00 361.66 7487.69 2707961.00 361.66 9182.47 3320932.00

53 13.05 H(p) Plain/Reinforced cement concrete M35 Grade in sub-strucutre excluding Reinforcement all complete job as per drawing and Technical specifications .Siesmic and Transverse Reaction block cum 26.54 8517.06 234710.00 0.00 8517.06 0.00 26.54 8517.06 234710.00 26.54 9328.67 247583.00

54 13.09 Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications cum 221.68 903.09 200197.00 0.00 903.09 0.00 221.68 903.09 200197.00 221.68 1714.58 380088.00

Granular Material 0.00 0.00 0.00 0.00 0.00

55 13.08 Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. Each 230 121.31 27901.00 0.00 121.31 0.00 230.00 121.31 27901.00 230.00 153.70 35351.00

56 13.16 Supplying , fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of Mort&H specification complete including all accessories as per drwaing and technical specifications cc 480000 0.78 374400.00 0.00 0.78 0.00 480000.00 0.78 374400.00 480000.00 0.90 432000.00

57 13.16 Supplying , fitting and fixing in position true to line and level elastomeric siesmic pads conforming to IRC:83 (Part-II) section IX and clause 2005 of Mort&H specification complete including all accessories as per drwaing and technical specifications cc 240000 0.78 187200.00 0.00 0.78 0.00 240000.00 0.78 187200.00 240000.00 0.90 216000.00

58 13.06 Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications. Section 1600. MT 47.94 55957.48 2682602.00 5.5144 55957.48 308572.00 42.43 55957.48 2374030.00 42.43 79938.90 3391808.00

59 13.10 Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drwaing and technical specification. cum 163.8 3642.96 596717.00 0.00 3642.96 0.00 163.80 3642.96 596717.00 163.80 4703.08 770365.00

SUPER STRUCTURE 0.00 0.00 0.00 0.00 0.00

60 14.01 C (i) (q) Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC.Gr-M30. cum 488.19 7896.1 3854797.00 0.00 7896.1 0.00 488.19 7896.1 3854797.00 488.19 9898.17 4832188.00

61 14.02 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications MT 93.82 56965.32 5344486.00 0.00 56965.32 0.00 93.82 56965.32 5344486.00 93.82 80168.10 7521371.00

62 14.04 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications cum 78.93 11053.2 872429.00 0.00 11053.2 0.00 78.93 11053.2 872429.00 78.93 14701.27 1160371.00

63 14.09 Providing and fitting Drainage Spouts complete as per drawing and Technical specification Each 40 849.24 33970.00 0.00 849.24 0.00 40.00 849.24 33970.00 40.00 5936.10 237444.00

64 14.21 Providing and laying of a 40 mm wide strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. M 84 11285.83 948010.00 0.00 11285.83 0.00 84.00 11285.83 948010.00 84.00 14495.70 1217639.00

65 14.07 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. M 193.12 1611.05 311126.00 0.00 1611.05 0.00 193.12 1611.05 311126.00 193.12 2232.04 431052.00

66 14.10 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification 0.00 0.00 0.00 0.00 0.00 0.00

PCC Grade M15 using batching plant & Concrete pump cum 25.2 6597 166244.00 0.00 6597 0.00 25.20 6597 166244.00 25.20 7679.47 193523.00

67 14.11 Reinforced cement concrete approach slab Gr-M30 including reinforcement and formwork complete as per drawing and Technical specification cum 50.4 9897.9 498353.00 0.00 9897.9 0.00 50.40 9897.9 498854.00 50.40 12773.57 643788.00

MISCELLANEOUS WORK 0.00 0.00 0.00 0.00 0.00 0.00

68 8.35(a) Providing and fixing of road stud 100x100mm diecast in aluminium resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete of asphaltic surface b drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar all as per BS 873 part 4:1973. Nos. 252 223.24 56256.00 0.00 223.24 0.00 252.00 223.24 56256.00 252.00 295.10 74365.00

69 8.23 A Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811) RM 204 2278.63 464841.00 0.00 2278.63 0.00 204.00 2278.63 464841.00 204.00 3555.50 725322.00

70 8.05 Providing and erecting direction and place identification retro-reflectorised sign as per IRC: 67made of encapsulated lens type reflective sheeting vide clouse 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60cm, 60cm beiow ground level as per approved drawing. sqm 3.84 10847.24 41653.00 0.00 10847.24 0.00 3.84 10847.24 41653.00 3.84 14352.70 55114.00

71 8.03(ii) Printing New Letter and Figures of any Shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade) cm height/letter 2000 0.53 1060.00 0.00 0.53 0.00 2000.00 0.53 1060.00 2000.00 0.80 1600.00

72 8.13 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising 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 38.8 740.4 28728.00 0.00 740.4 0.00 38.80 740.4 28728.00 38.80 705.30 27366.00

73 2.06 202 Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a alead of 1000 metres, stackiung serviceable and unserviceable materials separately cum 133.5 1573.1 210009.00 90.00 1573.1 141579.00 43.50 1573.1 68430.00 43.50 772.80 33617.00

74 2.04 202 (ii) B Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres as per Technical Specification Clause 202. (ii) Brick Work cum 206.01 351.25 72361.00 163.80 351.25 57535.00 42.21 351.25 14826.00 42.21 490.20 20691.00

75 (v) Dismantling of steel work including dismembering MT 20.78 1504.06 31259.00 9.805 1504.06 14747.00 10.98 1504.06 16507.00 10.98 2095.40 23007.00

SLOPE PROTECTION WORK 0.00 0.00 0.00 0.00 0.00 0.00

76 16.02 Boulder Apron Laid in Wire Crates.Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. cum 698.13 4105.18 2865944.00 0.00 4105.18 0.00 698.13 4105.18 2865949.00 698.13 5444.47 3800948.00

77 16.04A Providing and laying Pitching on slope laid over prepared filter media including boulder apron laid dry weighting not less than 40 kg each complete as per drawing and technical specification. cum 448.98 3765.41 1690594.00 0.00 3765.41 0.00 448.98 3765.41 1690594.00 448.98 5035.97 2261050.00

78 16.05 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification cum 349.06 3831.33 1337364.00 0.00 3831.33 0.00 349.06 3831.33 1337364.00 349.06 4972.48 1735694.00

DIVERSION WORK 0.00 0.00 0.00 0.00 0.00

79 9.04A Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe 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 . (i) 1000mm dia M 60 5090.16 305410.00 15.00 5090.16 76352.00 45.00 5090.16 229057.00 45.00 9095.46 409296.00

80 2.03 201 (ii)A Clearing and grubbing road land including uprooting rank vegetation,grass, bushes, shrubs saplings and tree girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable masterial to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceedi 150mm in thickness. Hectare 5.00 67704.61 338523.00 1.95 67704.61 132024.00 3.05 67704.61 206499.00 3.05 194799.10 594137.00

81 3.16 305 Construction of Embankment with approved material obtained from Borrow pits with approved material 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. cum 6125.00 271.02 1659998.00 1387.50 271.02 376040.00 4737.50 271.02 1283957.00 4737.50 212.70 1007666.00

Add Seigniorage Fee 3069391.00 Seigniorage Fee 761767.00 2307624.00 Seigniorage Fee 4035341.00

Sub-Total-(II) 356003991.00

UTILITY SHIFTING 0.00

120 Ere accessories for LT line with following arrangements including tension clamp for dead end, suspension clampsclamo for neutais, Piercing connector etc Km 6.6 2111.18 13934.00 0 2111.18 0 6.60 2111.18 13934.00 6.6 2111.18 13934.00

Dismantling of 11 KV line, LT line, D/S/S along the RCD Road 0 0 0.00

148 Ere accessories for LT line with following arrangements including tension clamp for dead end, suspension clampsclamo for neutais, Piercing connector etc Km 5 306.52 1533.00 0 306.52 0 5.00 306.52 1533.00 5 306.52 1533.00

J.E A.E Executive Engineer,

Road Division , Benipur Road Sub-Division , Biraul RCD, Road Division, Benipur

SEIGNIORAGE FEE

Name of Work:- Balance Work of Widening and Strengthening of Jariso Chowk (SH-88) to Bharat Chowk (SH-56) Bypass Road (Via. Darkhram-Pauri-Mushahari-Dipa-Barmajha Pkhar-Pohaddi ) in Km 0.00 to 5.550 (Total Length - 5.550 Km) for the year 2021-22 under RCD, Road Division ,Benipur.

S.No. Item of Work Unit Qty. Rate Amount

1 Construction of Embankment M3 5797.868 3.53 20466.00

12 Filter media M3 74.30 88.02 6540.00

13 Back filling M3 384.00 18.06 6935.00

14 Boulder apron M3 681.20 80.55 54871.00

16 Construction of Embankment earth obtained from Road way Cutting M3 55.05 3.53 194.00

Seigonarge fees @ 10% 50536.00

Road Division , Benipur Road Sub-Division , Biraul Road Division , Benipur

Calculation Sheet of Price Adjustment for the Work W/S of Rosera-Mabidhala-Sarhachiya-Mangalgadh-Kale -Rajghat-Satighat Road in Km 22.520 to 30.920 (Total Length 8.40KM) for the year 2020-21.

Agreement No. - 01SBD of 2020-21. Date of start-10.12.2021 Time of Completion - 25 months Date of Bid Opening - 09.04.2021 Date 28 days prior to bid opening - 11.03.2021 Base month- March 2021

Name of Agency - Sai Engicon & Construction Pvt Ltd.

S.No. R/A Bill No. Dt.of measurement Bill Value R (in Rs.) Escalation on Cement Vc =0.85x Pc x R X(C1-Co)/Co Escalation on Steel Vs =0.85x Ps x R X(S1-So)/So Escalation on Labour Vl =0.85x Pl x R X(L1-Lo)/Lo Escalation on All Commodities Vm =0.85x Pm x R X(M1-Mo)/Mo Escalation on Bitumen Vb =0.85x Pb x R X(B1-Bo)/Bo Escalation on POL Vf =0.85x Pf x R X(F1-Fo)/Fo Escalation on P & M Vp =0.85x Pp x R X(P1-Po)/Po Total

C1 Co Pc % Vc S1 So Ps % Vs L1 Lo Pl % Vl M1 Mo Pm % Vm B1 Bo Pb% Vb F1 Fo Pf % Vf P1 Po Pp % Vp