NIT No. RCD/ N.H. Division, Lakhisarai, At-Munger-09/2026-27 dt. 11.09.2026

OFFICE OF THE EXECUTIVE ENGINEER N.H. DIVISION, LAKHISARAI AT MUNGER

BILL OF QUANTITY

Name of Work Widening and strengthening (Single lane to 2 lane) from Km 28.340 to 38.840 (Gangta Jungle) of NH-333 in the state of Bihar for the year 2026-27

Estimated Cost 503841585.00

Cost of BOQ 10000.00

Earnest Money 6038500.00

Time of Completion 9 Months

Name of the Contractor

Name of the address

SL. NO ITEMS OF WORK UNIT QUANTITY RATE (₹) AMOUNT (₹)

1/2.3 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. Hect 6.2446 172951.40 1080012.31

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 MORTH specification clause No. 509 complete in all respects) for Grading-II(10 mm nominal size) M3 0.00

2 /3.13 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, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work. M3 18677.10 378.60 7071150.06

3 /3.20 Compacting Original ground supporting sub-gradeLoosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction. M3 15473.00 95.40 1476124.20

4/2.05(II) A Dismantling of flexible pavements and disposal of dismantled materials upto a leadof 1000 metres, stacking serviceable and unserviceable materials separately Dismantling Bituminous courses upto depth =100mm M3 4255.40 511.50 2176637.10

5/4.1 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. M3 11859.20 2614.48 31005641.22

6/4.14 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. M3 18926.25 2840.33 53756795.66

7/3.16 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 8219.35 214.90 1766338.32

8/5.01 A (i) 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. M2 75705.00 79.14 5991293.70

9/5.02 (ii) Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. M2 75705.00 28.84 2183332.20

10/5.02 (i) Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. M2 75705.00 23.25 1760141.25

11/5.04 B Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent 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 MoRTH specification clause No. 505 complete in all respects. M3 6056.40 17586.51 106510939.16

12/5.05 B Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.2 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. M3 3028.20 20238.21 61285345.86

13/6.01 Dry Lean Cement Concrete Sub- base 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. M3 1892.63 4571.03 8651268.51

14/12.03 Sand Filling in foundation trenches as per drawing & technical specification M3 473.16 658.10 311386.60

15/M-324 II (a) Paver Block M40 Grade (MoRT&H Cl-1504) M2 18926.60 1584.09 29981437.79

16/12.08A Case-II Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M15 using batching plant & manual placing M3 904.05 6502.83 5878883.46

Road Safety work

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. M2 3850.00 647.60 2493260.00

18/8.35 Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinkikng in 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhace the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer. M2 10500.00 302.30 3174150.00

19/8.23A 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 2400.00 3376.70 8104080.00

20/8.6 Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing M2 7.20 15962.31 114928.63

21/804 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type IX retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 3/4mm 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.

(a) 90 cm equilateral triangle Nos. 20.00 6841.50 136830.00

(b) 60 cm equilateral triangle Nos. 26.00 4515.90 117413.40

(c) 80 cm x 60 cm rectangular Nos. 26.00 8380.10 217882.60

(e) 90 cm high octagon Nos. 4.00 10658.00 42632.00

(f) 60 cm x 45 cm rectangular On turning Nos. 30.00 5875.50 176265.00

22/8.14 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) Nos. 3.00 4862.35 14587.05

(ii) Ordinary kilometer stone (precast) Nos. 9.00 2859.30 25733.70

(iii) Hectometer stone (precast) Nos. 54.00 816.86 44110.44

23/8.15 Supplying and installation of delineators (Road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings. Nos. 580.00 804.20 466436.00

Over Head Sign Board

24/15.01 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. M3 12.96 130.40 1689.98

25/12.03 Sand Filling in foundation trenches as per drawing & technical specification M3 0.65 448.82 290.84

26/15.11 A Case i Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specificati PCC Grade M15 using batching plant & Concrete pump M3 0.65 6655.58 4312.82

27/15.12 A Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. RCC Grade M20 using batching plant, transit mixer & manual placing M3 5.25 8066.08 42346.92

28/15.12 Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. RCC Grade M20 using batching plant, transit mixer & manual placing M² 0.58 8066.08 4658.16

29/8.7 (A) 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. Truss and Vertical Support MT 7.58 83948.56 636665.88

30/8.9 Painting on Steel Surfaces (Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade) M2 66.61 92.00 6128.12

31/8.6 Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing M2 36.00 15962.31 574643.16

32/12.03 Providing Local Sand Filling in tranch of foundation …………………..etc. all complete Job. M3 6.41 448.82 2876.94

HP Culvert (8 Nos.)

33/9.01 A 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. Ordinary soil. Mechanical Means

34/9.06 A Case II Plain/Reinforced cement concrete in Foundation complete as per drawing and Technical Specifications. PCC Grade M15 Cum 57.92 6641.48 384674.52

35/9.04 A Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . 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 . Rm 200.00 9297.13 1859426.00

36/13.05 B (P) Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications PCC Grade M20 Cum 152.72 7303.12 1115332.49

37/13.8 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications Nos 320.00 154.64 49484.80

38/13.10 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH 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 drawing and Technical Specification. Cum 57.60 3366.08 193886.21

39/13.09 Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications Cum 518.40 854.00 442715.57

40/8.08 Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) Sqm 343.04 104.50 35847.68

41/16.05 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Cum 230.40 3366.08 775544.83

42/8.15 Road Delineators Nos 960.00 804.20 772032.00

Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings.

43/4.14 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 815.12 2840.33 2315209.79

RCC Box Culvert (1x2x2=10Nos.)(1x3x3=4 Nos.)(1x4x3= 2Nos.)

44/15.01 I A (i) Excavation for structures (Earth work in excavation of foundation structures as per removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved materials as per approved MORTH clause no.-304 cum 6531.65 130.4 851727.16

45/15.11 A Case i Plain/Reinforced cement concrete M-15 in open foundation complete as per drawing and technical specification and as per approved MORTH clause no.-1500, 1700, 2100 with Pakur stone chips. cum 1284.14 6655.58 8546696.50

46/15.12 A Plain cement concrete M-20 in substructure Superstructure complete as per drawing and technical specification as per approved MORTH clause no.-1500, 1700, 2200 with Pakur stone chips. (Excluding reinforcement) cum 1073.5 8066.08 8658936.88

Reinforced cement concrete M-20 in substructure 1372.66 8066.08 11071985.37

47/15.16 Reinforced cement concrete M-30 approach slab approach slab including reinforcement and frame work complete as per drawing and technical specification 1500, 1600, 1700, 2704 with Manpur stone chips. cum 403.2 11500.69 4637078.21

48/15.18 Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specification and 2702 sqm 133.54 13647.91 1822541.90

49/15.13 Providing HYSD/Mild steel bars in all types of R.C.C. work in bridge foundation including cutting to size bending, binding, placing in position on cement cubes with cost of all materials, labor, T/P all taxes, handling materials at site and including charges all complete job as per E/I. as per approved MORTH clause no. section 1600, 2200 Mt 85.83 82475.36 7078860.15

50/14.06 Construction of R.C.C. railing of M-30 grade in site with 20 mm nominal size aggregate true of line and grade, tolerance of vertical R.C.C. ? Post not to exceed 1 in 500 C/C spacing between vertical post not to be exceed 2000 mm, leaving adequate space between vertical post for expansion complete as per approved drawing and technical specification as per approved MORTH clause no.- 2703, 1500, 1700 & 1600 with Manpur chips. RM 326.72 2808.61 917629.06

51/15.06 B Providing and laying/flooring complete as per drawing and technical specifications laid over cement concrete bending, rubble stone laid in cement mortar (1:3) as per approved MORTH clause no. 2505 For apron cum 109.8 6261.12 687470.98

52/16.01 Providing and laying boulders apron on river bed for protection against scour with stone boulder weighing not less than 40 kg. each complete as per drawing and technical specification boulder laid dry with without wire crates as per approved MORTH clause no. 2504 cum 1027.6 2904.82 2984993.03

53/15.17 Providing drainage spouts with 260 mm x 260 mm M.S. grading 100 mm dia 1.00 mm long G.I. Pipe including cost of all materials and labor as per approved design/drawing/ technical approved specification relevant clause no.- 2705 MOST specification (4th revision) and direction of E/I. Nos 393.07 1063.1 417872.72

54/15.14 Providing weep holes in PCC/RCC in abutment wing wall return wall with 100 mm dia A.C. Pipe M.S. clamps including cost of all materials and labor T/P incidental charges, all taxes etc. all complete job as per design/drawing/Technical specification and relevant clause of MOST specification and direction of E/I. as per approved MORTH clause no. 2700, 2200 Nos 1128 154.64 174433.92

55/15.24 Providing and laying filter media with granular materials & crushed aggregate satisfying the requirements laid down in clause 2504.2.2 of MORTH specification to a thickness of not less than 600 mm with smaller size towards the wall spill and bigger size towards the wall and provided over the entire surface behind abutment wing wall and return wall to the fill height compacted to a firm condition as per drawing and technical specification as per approved MORTH clause no. 2504 cum 319.54 3366.08 1075597.20

56/15.23 A Back filling behind abutment wing wall and return wall with sandy material complete as per drawing and technical specifications as per approved MORTH clause no. I.R.C. 78. 2200 cum 571.77 854 488291.58

57/15.22 ii Filter joint providing and fixing 20 mm thick compressible fiber board in expansion joint complete as per drawing and technical specification as per approved MORTH clause no. 2605 m 456 509.7 232423.20

58/15.21 Painting and concrete surface (Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil grease, effloresce and applying paint @ of 1 litter for 2 sqm as per approved MORTH clause no. 800 sqm 1632 128.5 209712.00

59/3.16 Providing earth work filling in road embankement do-------do------direction of E/I. including cess 1% Cum 7200 214.9 1547280.00

60/4.2 ii Providing G.S.BI.including cess 1% cum 1120 2359.88 2643065.60

61 Escalation @ 4% 15986161.68

62 Add Labour Cess @ 1 % 4156402.04

63 Add Seigniorage Fee 7187788.00

Please select Above / At Par / Below from Dropdown Above

Quoted rate in Percentage(%)

Final Value 503841585.00

OFFICE OF THE EXECUTIVE ENGINEER N.H. DIVISION, LAKHISARAI AT MUNGER

BILL OF QUANTITY

Name of Work Widening and strengthening (Single lane to 2 lane) from Km 28.340 to 38.840 (Gangta Jungle) of NH-333 in the state of Bihar for the year 2026-27

Estimated Cost 503841585.00

Cost of BOQ 10000.00

Earnest Money 6038500.00

Time of Completion 9 Months

SL. NO ITEMS OF WORK UNIT QUANTITY RATE (₹) AMOUNT (₹)

1/2.3 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and tress girth upto 300 mm, removal of stumps of tree cut earlier and disposal of unserviceable materials and stacking of sericeable material to be used of auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm in thickness. Hect 6.2446 172951.40 1080012.31

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 MORTH specification clause No. 509 complete in all respects) for Grading-II(10 mm nominal size) M3 0.00

2 /3.13 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, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work. M3 18677.10 378.60 7071150.06

3 /3.20 Compacting Original ground supporting sub-gradeLoosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction. M3 15473.00 95.40 1476124.20

4/2.05(II) A Dismantling of flexible pavements and disposal of dismantled materials upto a leadof 1000 metres, stacking serviceable and unserviceable materials separately Dismantling Bituminous courses upto depth =100mm M3 4255.40 511.50 2176637.10

5/4.1 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. M3 11859.20 2614.48 31005641.22

6/4.14 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. M3 18926.25 2840.33 53756795.66

7/3.16 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 8219.35 214.90 1766338.32

8/5.01 A (i) 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. M2 75705.00 79.14 5991293.70

9/5.02 (ii) Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. M2 75705.00 28.84 2183332.20

10/5.02 (i) Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. M2 75705.00 23.25 1760141.25

11/5.04 B Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent 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 MoRTH specification clause No. 505 complete in all respects. M3 6056.40 17586.51 106510939.16

12/5.05 B Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.2 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. M3 3028.20 20238.21 61285345.86

13/6.01 Dry Lean Cement Concrete Sub- base 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. M3 1892.63 4571.03 8651268.51

14/12.03 Sand Filling in foundation trenches as per drawing & technical specification M3 473.16 658.10 311386.60

15/M-324 II (a) Paver Block M40 Grade (MoRT&H Cl-1504) M2 18926.60 1584.09 29981437.79

16/12.08A Case-II Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M15 using batching plant & manual placing M3 904.05 6502.83 5878883.46

Road Safety work

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. M2 3850.00 647.60 2493260.00

18/8.35 Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinkikng in 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhace the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer. M2 10500.00 302.30 3174150.00

19/8.23A 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 2400.00 3376.70 8104080.00

20/8.6 Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing M2 7.20 15962.31 114928.63

21/804 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type IX retro reflective sheeting fixed over 2mm thick aluminium sheeting vide clause 801.3, 3/4mm 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. 21/804

(a) 90 cm equilateral triangle Nos. 20.00 6841.50 136830.00

(b) 60 cm equilateral triangle Nos. 26.00 4515.90 117413.40

(c) 80 cm x 60 cm rectangular Nos. 26.00 8380.10 217882.60

(e) 90 cm high octagon Nos. 4.00 10658.00 42632.00

(f) 60 cm x 45 cm rectangular On turning Nos. 30.00 5875.50 176265.00

22/8.14 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) Nos. 3.00 4862.35 14587.05

(ii) Ordinary kilometer stone (precast) Nos. 9.00 2859.30 25733.70

(iii) Hectometer stone (precast) Nos. 54.00 816.86 44110.44

23/8.15 Supplying and installation of delineators (Road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings. Nos. 580.00 804.20 466436.00

Over Head Sign Board

24/15.01 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. M3 12.96 130.40 1689.98

25/12.03 Sand Filling in foundation trenches as per drawing & technical specification M3 0.65 448.82 290.84

26/15.11 A Case i Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specificati PCC Grade M15 using batching plant & Concrete pump M3 0.65 6655.58 4312.82

27/15.12 A Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. RCC Grade M20 using batching plant, transit mixer & manual placing M3 5.25 8066.08 42346.92

28/15.12 Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. RCC Grade M20 using batching plant, transit mixer & manual placing M² 0.58 8066.08 4658.16

29/8.7 (A) 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. Truss and Vertical Support MT 7.58 83948.56 636665.88

30/8.9 Painting on Steel Surfaces (Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade) M2 66.61 92.00 6128.12

31/8.6 Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing M2 36.00 15962.31 574643.16

32/12.03 Providing Local Sand Filling in tranch of foundation …………………..etc. all complete Job. M3 6.41 448.82 2876.94

HP Culvert (8 Nos.)

33/9.01 A 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. Ordinary soil. Mechanical Means

34/9.06 A Case II Plain/Reinforced cement concrete in Foundation complete as per drawing and Technical Specifications. PCC Grade M15 Cum 57.92 6641.48 384674.52

35/9.04 A Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . 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 . Rm 200.00 9297.13 1859426.00

36/13.05 B (P) Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications PCC Grade M20 Cum 152.72 7303.12 1115332.49

37/13.8 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications Nos 320.00 154.64 49484.80

38/13.10 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH 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 drawing and Technical Specification. Cum 57.60 3366.08 193886.21

39/13.09 Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications Cum 518.40 854.00 442715.57

40/8.08 Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) Sqm 343.04 104.50 35847.68

41/16.05 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Cum 230.40 3366.08 775544.83

42/8.15 Road Delineators Nos 960.00 804.20 772032.00

Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings.

43/4.14 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 815.12 2840.33 2315209.79

RCC Box Culvert (1x2x2=10Nos.)(1x3x3=4 Nos.)(1x4x3= 2Nos.)

44/15.01 I A (i) Excavation for structures (Earth work in excavation of foundation structures as per removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved materials as per approved MORTH clause no.-304 cum 6531.65 130.4 851727.16

45/15.11 A Case i Plain/Reinforced cement concrete M-15 in open foundation complete as per drawing and technical specification and as per approved MORTH clause no.-1500, 1700, 2100 with Pakur stone chips. cum 1284.14 6655.58 8546696.50

46/15.12 A Plain cement concrete M-20 in substructure Superstructure complete as per drawing and technical specification as per approved MORTH clause no.-1500, 1700, 2200 with Pakur stone chips. (Excluding reinforcement) cum 1073.5 8066.08 8658936.88

Reinforced cement concrete M-20 in substructure 1372.66 8066.08 11071985.37

47/15.16 Reinforced cement concrete M-30 approach slab approach slab including reinforcement and frame work complete as per drawing and technical specification 1500, 1600, 1700, 2704 with Manpur stone chips. cum 403.2 11500.69 4637078.21

48/15.18 Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specification and 2702 sqm 133.54 13647.91 1822541.90

49/15.13 Providing HYSD/Mild steel bars in all types of R.C.C. work in bridge foundation including cutting to size bending, binding, placing in position on cement cubes with cost of all materials, labor, T/P all taxes, handling materials at site and including charges all complete job as per E/I. as per approved MORTH clause no. section 1600, 2200 Mt 85.83 82475.36 7078860.15

50/14.06 Construction of R.C.C. railing of M-30 grade in site with 20 mm nominal size aggregate true of line and grade, tolerance of vertical R.C.C. ? Post not to exceed 1 in 500 C/C spacing between vertical post not to be exceed 2000 mm, leaving adequate space between vertical post for expansion complete as per approved drawing and technical specification as per approved MORTH clause no.- 2703, 1500, 1700 & 1600 with Manpur chips. RM 326.72 2808.61 917629.06

51/15.06 B Providing and laying/flooring complete as per drawing and technical specifications laid over cement concrete bending, rubble stone laid in cement mortar (1:3) as per approved MORTH clause no. 2505 For apron cum 109.8 6261.12 687470.98

52/16.01 Providing and laying boulders apron on river bed for protection against scour with stone boulder weighing not less than 40 kg. each complete as per drawing and technical specification boulder laid dry with without wire crates as per approved MORTH clause no. 2504 cum 1027.6 2904.82 2984993.03

53/15.17 Providing drainage spouts with 260 mm x 260 mm M.S. grading 100 mm dia 1.00 mm long G.I. Pipe including cost of all materials and labor as per approved design/drawing/ technical approved specification relevant clause no.- 2705 MOST specification (4th revision) and direction of E/I. Nos 393.07 1063.1 417872.72

54/15.14 Providing weep holes in PCC/RCC in abutment wing wall return wall with 100 mm dia A.C. Pipe M.S. clamps including cost of all materials and labor T/P incidental charges, all taxes etc. all complete job as per design/drawing/Technical specification and relevant clause of MOST specification and direction of E/I. as per approved MORTH clause no. 2700, 2200 Nos 1128 154.64 174433.92

55/15.24 Providing and laying filter media with granular materials & crushed aggregate satisfying the requirements laid down in clause 2504.2.2 of MORTH specification to a thickness of not less than 600 mm with smaller size towards the wall spill and bigger size towards the wall and provided over the entire surface behind abutment wing wall and return wall to the fill height compacted to a firm condition as per drawing and technical specification as per approved MORTH clause no. 2504 cum 319.54 3366.08 1075597.20

56/15.23 A Back filling behind abutment wing wall and return wall with sandy material complete as per drawing and technical specifications as per approved MORTH clause no. I.R.C. 78. 2200 cum 571.77 854 488291.58

57/15.22 ii Filter joint providing and fixing 20 mm thick compressible fiber board in expansion joint complete as per drawing and technical specification as per approved MORTH clause no. 2605 m 456 509.7 232423.20

58/15.21 Painting and concrete surface (Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil grease, effloresce and applying paint @ of 1 litter for 2 sqm as per approved MORTH clause no. 800 sqm 1632 128.5 209712.00

59/3.16 Providing earth work filling in road embankement do-------do------direction of E/I. including cess 1% Cum 7200 214.9 1547280.00

60/4.2 ii Providing G.S.BI.including cess 1% cum 1120 2359.88 2643065.60

61 Escalation @ 4% 15986161.68

62 Add Labour Cess @ 1 % 4156402.04

63 Add Seigniorage Fee 7187788.00