Routine Maintenance of Korha to katihar Section from Km 0.000 to 19.040 and from Km 28.400 to Km 30.250 of the section of NH 31 (Old NH 81) in the state of Bihar

Light At Built up sections of Purnea-Dalkhola Section of NH-31

Sl No Ch Side Length No Of Pole (@ 30 Mtr C/C of 10 Mtr Ht) Remark

A C D D E F=ROUND((G/30)+1,0)

Additional : High Embankment

Installation of Light At Bridges of Purnea-Dalkhola Section of NH-31

Sl No Type Ch Side Structure Length Approach Length Total Length No Of Pole (@ 9 Mtr C/C of 5 Mtr Ht) Remark

A B C D E F G=(E+F) H=ROUND((G/9)+1,0)

1 Minor Bridge 411.367 LHS 13 7 20 3

2 Minor Bridge 411.367 RHS 13 7 20 3

3 Minor Bridge 412.492 LHS 26 7 33 5

4 Minor Bridge 412.492 RHS 26 7 33 5

5 Minor Bridge 412.740 LHS 26 7 33 5

6 Minor Bridge 412.740 RHS 26 7 33 5

7 Minor Bridge 415.254 LHS 10 7 17 3

8 Minor Bridge 415.254 RHS 10 7 17 3

9 Major Bridge 416.070 LHS 72 7 79 10

10 Major Bridge 416.070 RHS 72 7 79 10

11 Minor Bridge 418.564 LHS 50.3 7 57.3 7

12 Minor Bridge 418.564 RHS 50.3 7 57.3 7

13 Minor Bridge 419.996 LHS 22 7 29 4

14 Minor Bridge 419.996 RHS 24 7 31 4

15 Minor Bridge 421.205 LHS 59.51 7 66.51 8

16 Minor Bridge 421.205 RHS 59.51 7 66.51 8

17 Major Bridge 423.798 LHS 70 7 77 10

18 Major Bridge 423.798 RHS 70 7 77 10

19 Major Bridge 426.673 LHS 70 7 77 10

20 Major Bridge 426.673 RHS 70 7 77 10

21 Major Bridge 428.556 LHS 100 7 107 13

22 Major Bridge 428.556 RHS 100 7 107 13

23 Major Bridge 429.242 LHS 185 7 192 22

24 Major Bridge 429.242 RHS 185 7 192 22

25 Major Bridge 430.679 LHS 70 7 77 10

26 Major Bridge 430.679 RHS 70 7 77 10

27 Major Bridge 432.374 LHS 105 7 112 13

28 Major Bridge 432.374 RHS 105 7 112 13

29 Minor Bridge 433.259 LHS 41 7 48 6

30 Minor Bridge 433.259 RHS 35 7 42 6

31 Minor Bridge 433.862 LHS 34.5 7 41.5 6

32 Minor Bridge 433.862 RHS 34.5 7 41.5 6

33 Minor Bridge 435.235 LHS 24 7 31 4

34 Minor Bridge 435.235 RHS 24 7 31 4

35 Minor Bridge 436.487 LHS 34 7 41 6

36 Minor Bridge 436.487 RHS 54 7 61 8

37 Major Bridge 439.454 LHS 640 7 647 73

38 Major Bridge 437.069 LHS 108 7 115 14

39 Major Bridge 437.069 RHS 108 7 115 14

40 Major Bridge 439.454 LHS 640 7 647 73

41 Major Bridge 439.454 RHS 640 7 647 73

44 Minor Bridge 445.156 RHS 19.6 7 26.6 4

45 Minor Bridge 445.753 LHS 27.8 7 34.8 5

46 Minor Bridge 445.753 RHS 26 7 33 5

Total No of Pole Including Solar Light 667

Type of Structure :

Plinth beam size LENGTH(mm ) WIDTH (mm) Length of plinth beam Concrete For One Column (CUM) No of Column (no) Total Conc CUM) HYSD For One Column (kg) Total HYSD (kg/CUM)

column to column dist 2546

Nos of column 6

Sl.No. Bar Mark LENGTH ( MM ) Diameter of Bar Spacing M1 M2 Overlap No of sets No of Bar per Set Cutting Length of Bar Total Length Unit Weight Total Weight TB1 Total Weight TB2 Total

mm mm mm mm mm m Kg/m Kg

Routine Maintenance of Korha to katihar Section from Km 0+000 to 19+040 and from Km 28+400 to Km 30+250 of the section of NH 31 (Old NH 81) in the state of Bihar. NIT No- 324/RO-PATNA/NHAI/2026-27

Sl. No. Description of the Item Unit Rate Quantity Amount

1 Round the Clock Cleaning of main carriageway,Shoulders,Slopes, Expansion Joints of structures, Service Road,Interchanges and all components of Highway by manual as well as mechanical sweeping, including removal of debris,Dust,Waste materials,Dead Animals or any other materials obstructions affecting the Traffic opening of chute bell mouth and other miscellaneous items of work required for proper maintenance of road, as per good industry practice(frequency Daily) but to be executed in staggered way in different Kms. so that every Km. is attended once in 3-4 days, as per daily maintenance programme) per month/Km 9812 252 2,472,624

2.00 Clearing longitudinal and transverse covered drains and pipe drains including manholes, gratings, channels and gullies etc. and bringing them to original drainage capacity, including disposal of sediments, extraneous debris and vegetation growth blocking the free flow from site outside ROW with all leads and lifts complete in all respects as directed by the Engineer and as per Maintenance Standards Clause no. 3.1. The job also includes removing and refixing of precast slab in original position, (Freqnency of cleaning will be as per site requirement however limited to twice in a year). Rmt 54.90 14,080 772,992

3.00 Clearing slab/box type culverts and pipe culverts including clearing, cleaning and reshaping of upstream and down stream faces of these culverts within right of way. The job includes disposal of excess material recovered from site including vegetation outside ROW with all leads and lifts complete in all respects as per direction of Engineer-in-Charge. and as per Maintenance Standards Clause 3.1 (Frequency of cleaning will be one time in a year i.e. before start of monsoon).

Slab/box Type Culverts Nos 5734.00 29 166,286

4.00 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) Rmt. 3,345.30 1,000 3,345,300

Repair of existing Metal Beam Crash Barrier (Replacement of Beam & repair of Post) Rmt. 1,220.00 200 244,000

5.00 Maintenance of Earthen Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor. Sqm 36.70 14,080 516,736

6.00 Restoration of Rain Cuts. Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes Cum. 197.20 6,000 1,183,200

7.00 Construction of sub-grade and earthen shoulders 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. 300.60 4,200 1,262,520

8.00 Construction of sub-grade and earthen shoulders 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 208.90 2,409 503,240

9.00 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 Grade -II Cum. 3472.50 1,724 5,986,590

10.00 WMM: 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 grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Cum. 3664.20 371 1,359,418

11.00 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 48.70 1,350 65,745

12.00 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. sqm 14.50 28,600 414,700

13.00 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. Cum. 12108.40 929.50 11,254,758

14.00 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 13464.20 572 7,701,522

15.00 Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including Type 1 beads (Refer MoRTH Specification Clause803.4.2) which are a constituent of the basic thermoplastic compound vide Table 800-9 (MORTH Specification) and Type 2 beads are those which are to be sprayed on the surface vide Clause 803.6.4 (MoRTH Specification). The glass beads shall have a minimum reflectivity index of 1.5. The glass bead shall be@ 250gm/sqm. The thermoplastic road marking material thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35. Pavement Marking Performance such as Day/Night visibility, Dry/Wet visibility and skid resistance shall be confirming to clause 15.5 of IRC 35. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-incharge and in accordance with applicable specifications. (Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). Recommended Use of specialized Road Marking Primer, based on surface conditions. Sqm 600.50 662 397,531

16.00 Providing and fixing of Reflective Pavement Markers (RRPM), i.e. road studs shall be prismatic retro-reflective type conforming to ASTM D-4280. The Plastic body of RPM/road stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (Hi-impact Polystyrene) or Acrylonitrile Butadiene Styrene (ABS). The marker height shall not be less than 10mm and shall not exceed 20mm and its width shall not exceed 130mm. The markers shall support a load of 13,635 kg tested in accordance with ASTM D 4280. 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 D 788 or equivalent. The optical performance of road studs shall be confirming to clause 804.4 of MORTH specifications Nos 224.00 400 89,600

17.00 Supplying and Fixing Median Marker confirming to IRC shall be provided with fluorescent yellow colour retro reflective sheeting Type XI as per IRC: 67. Median Marker shall be of tough, high impact resistant, injection - moulded, thermoplastic body with property of flexibility to provide high durability and U shape structure having rebound / bounce back property to be fixed on Concrete Crash Barrier. Nos. 289.20 200 57,840

18 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type XI 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.The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility,linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.Alternatively, a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would released after receipt a certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2022 & proof of the same report shall be uploaded while quoting tendor. The retro reflective sheeting shall be covered under 10 years warranty to be provided from the original sheeting manufacturer, as per Clause 6.9 of IRC 67:2022. At the end of 10 years, the sheeting shall retain atleast 80% of its original retro-reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance.

90 cm equilateral triangle Each 6,912.70 50 345,635.00

90 cm x 75 cm rectangular Each 10,776.80 10 107,768.00

80 cm x 60 cm rectangular Each 8,451.20 25 211,280.00

60 cm x 50 cm rectangular Chevron Sign Each 6,304.40 50 315,220.00

60 cm x 60 cm square Each 7,020.00 10 70,200.00

90 cm high octagon Each 10,729.10 25 268,227.50

19 Direction and Place identification signs with size more than 0.9 sqm size Board.

Providing and fixing of retro-reflectorised direction and place identification sign as per clause 801 of MoRTH Specifications for Roads & Bridge Works (5th Revision) and IRC: 67 made of class -C Micro Prismatic Grade Sheeting of Type XI retro reflective sheeting. The retro - reflective sheeting shall have manufacturer logo, watermark and lot number on the sheet. A QR (Bar) code shall also be placed on the backside of the sign board with an indelible ink. Retro reflective sheet shall be fixed over 2 mm thick aluminium sheeting or 4mm thick Aluminium composite material sheet vide clause 801 of MoRTH Specifications for Roads & Bridge Works. The sign shall be fixed over back support frame of minimum 40x40x 5mm Angle Frame. Retro-reflective sheet shall be fixed on substrate with Pressure Adhesive. The substrate shall be firmly riveted on angle frame @200mm spacing with aluminium pop rivets using Pneumatic guns. The Angle frame shall be firmly fixed with high strength Bolts, washers & nuts conforming to IS1364 and IS 1367 on Sign Support Pole. Signs shall be supported on twо or more Gl circular pipe 80 NB, 3.2 mm thickness confirming to IS 1239. Adequate bracing shall be provided to hold firmly GI support pipes. The sign supports shall be firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60, 60 cm below ground level as per approved drawling. All Components of signs and supports including angle frame, bolts, nuts, washers, etc., other than the reflective portion shall be galvanized by hot dip process (Zinc coated, 0.55 kg/sqm; minimum single spot) unless otherwise specified. All galvanizing shall be done after fabrication. Alternate white and yellow bands measuring 50 mm long retro-reflective sheeting shall be pasted around GI posts which help in ensuring the visibility/Presence of poles during night time even if the sign boards are stolen or totally vandalized. Minimum four bands of such retro-reflective sheeting shall be pasted starting from a height of 0.5 m above the finish road level. The messages (legends, letters, numerals, etc.) and borders shall be digitally printed confirming to clause 6.8 of IRC 67. Finished Signs shall have an Ultra Violet (UV) protective clear overlay applied to the entire face of the signs supplied by reflective sheet manufacturer. The agency shall submit 10 years warranty for satisfactory field performance for type XI retro reflective sheeting from the manufacturer conforming to clause 6.7 & 6.9 of IRC 67. Agency shall submit a certified copy of test reports from Government laboratory/Institute conforming to clause 6.7 & 6.9 of IRC 67 including 3 years accelerated outdoor weathering for the retro reflective sheeting. The Agency shall submit the sign convertor (manufacturer) name with essential equipment in his fabrication shop such as digital printer, cutter, plotter, laminator, Galvanizing plant etc. The Agency shall submit road sign installation drawing in 'Kmz' file for approval before installation and after installation submit geo-tagging of all road signs with its installation photos and date of installation and other details as mentioned in IRC 67 annexure VII, complete in all respects. The sign supports and its foundation details are indicative. These may be increased for areas having higher wind velocities like in coastal areas. This is applicable to all road signs and directions boards. Sqm 12,952 20 259,040

20.00 Providing and fixing retro-reflective stickers (Engineering grade) of size 10 cm X 5 cm on MBCBs and other structures at 250mm height above finished ground level and on FOB FOB Sill level etc as per MoRTH Specifications Clause no. 801 and as per approval of the Engineer-in-Charge, Nos 15 2,000 30,000

21.0 Painting with high gloss synthetic enamel paint two coats to give an even and smooth surface for protection of exposed concrete/masonry portion of Bridges/CD works/parapet, kerb painting and repairing wherever necessary, complete as per approval of the Engineer. sqm 222.00 1,500 333,000

22.00 Providing and laying 300 mm thick stone pitching covering the slopes of guide bunds/road embankments or other location ver a layer of 200 mm granular material filter conforming to MoRTH Specification Clause No. 2504 complete in all respects as directed by the Engineer. cum 3,609.80 4,000 14,439,200

23 Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength,thickness & size/shape, made by table vibratory method , to attain superior smooth finish using PU or equivalent moulds, laid in required Grey colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks,lawns, drive ways or light traffic parking etc. all complete as per manufacturer’s specifications & direction of Engineer -in-Charge:

80 mm thick c.c. paver block of M-35 grade. Sqm 1,079.86 5,600 6,047,216

24 Strip Seal Expansion Joint

Providing and laying of a 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. RM 13808.10 200 2,761,620

25. EMERGENCY WORKS

Truck Tipper (10 Cum) Hour 1,891.00 10 18,910

Mazdoor No 428.00 25 10,700

Supervisors No 444.00 15 6,660

Backhoe (JCB) Hour 1,454.00 10 14,540

Estimate Cost 63,033,819.00

Add Labour cess 1% on Estimate Cost 630,338

Total project Cost 63,664,157

Grand total BOQ Amount Including labour cess = Rs.6,36,64,157/-

Option % In figure % In words

Percentage below on Estimated Cost put to Tender

Percentage above on Estimated Cost put to Tender

At par of estimated cost put to Tender

ENVIRONMENTAL & SAFETY MANAGEMENT AND BIO ENGINEERING

Sl. No Ref. to MORT&H Description Unit Quantity as per project catogary Rate Amount as per project catogary Remarks / input Ref.

Large Medium Small Large Medium Small

19.01 Suggestive Noise Barriers

(i) Masonry Soil

Taking output = 5 Cum

Brick 1st Class each 2500.000 2500.000 2500.000 #REF! #REF! #REF! #REF! #REF!

Cement Mortar 1:3 (Rate as sub analysis) cum 1.200 1.200 1.200 #REF! #REF! #REF! #REF! 21.01 (A)

Water KL 2.415 2.415 2.415 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

Mate Day 0.480 0.480 0.480 #REF! #REF! #REF! #REF! #REF!

Mason Day 4.000 4.000 4.000 #REF! #REF! #REF! #REF! #REF!

Mazdoor Day 8.000 8.000 8.000 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

Water Tanker (Speed @ 20 Km / hr and return speed @ 30 Km/ hr and unloading @ 30 mins per trip

(i) 16 LKL Capacity Hour 0.017xL1+0.101 #REF! #REF! #REF!

(ii) 12 KL Capacity Hour 0.022xL1+0.134 #REF! #REF! #REF!

(iii) 6 KL Capacity Hour 0.045xL1+0.268 #REF! #REF! #REF!

#REF! #REF! #REF!

Total Cost without (OH&CP) #REF! #REF! #REF!

d) Overhead Charges on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!

e) Contractor Profit on (a+b+c+d) #REF! #REF! #REF! #REF! #REF! #REF!

Cost for 5 cum = (a+b+c+d+e) #REF! #REF! #REF!

Cost per cum = (a+b+c+d+e)/5 #REF! #REF! #REF!

Say #REF! #REF! #REF!

(ii) Galvanized Steel plain sheet

Taking output = 100 Sqm

Mate Day 0.060 0.060 0.060 #REF! #REF! #REF! #REF! #REF!

Blacksmith Day 0.500 0.500 0.500 #REF! #REF! #REF! #REF! #REF!

Mazdoor Day 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

Galvanized Steel plain sheet (5mm) including 5 % wastage (M-081 /1000) Kg 3.150 3.150 3.150 #REF! #REF! #REF! #REF! #REF!

MS Angle (M-081 /1000) Kg 154.500 154.500 154.500 #REF! #REF! #REF! #REF! #REF!

Add 10 percent of cost of a+b towards of drilling, nut & bolt etc. #REF! #REF! #REF!

#REF! #REF! #REF!

Total Cost without (OH&CP) #REF! #REF! #REF!

c) Overhead Charges on (a+b) #REF! #REF! #REF! #REF! #REF! #REF!

d) Contractor Profit on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!

Cost for 100 Sqm = (a+b+c+d) #REF! #REF! #REF!

Cost per sqm = (a+b+c+d)/100 #REF! #REF! #REF!

Say #REF! #REF! #REF!

Note Rate for excavation, cement conctrete M-25 and painting may be taken from respective chapters.

(iii) Acrylic noice barrier sheet

Taking output = 100 Sqm

Mate Day 0.060 0.060 0.060 #REF! #REF! #REF! #REF! #REF!

Blacksmith Day 0.500 0.500 0.500 #REF! #REF! #REF! #REF! #REF!

Mazdoor Day 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

Acrylic noise barrier sheet (3 mm) including 5 % wastage Kg 105.000 105.000 105.000 #REF! #REF! #REF! #REF! #REF!

MS Angle (M-081 /1000) Kg 154.500 154.500 154.500 #REF! #REF! #REF! #REF! #REF!

Add 10 percent of cost of a+b towards of drilling, nut & bolt etc. #REF! #REF! #REF!

#REF! #REF! #REF!

Total Cost without (OH&CP) #REF! #REF! #REF!

c) Overhead Charges on (a+b) #REF! #REF! #REF! #REF! #REF! #REF!

d) Contractor Profit on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!

Cost for 100 Sqm = (a+b+c+d) #REF! #REF! #REF!

Cost per sqm = (a+b+c+d)/100 #REF! #REF! #REF!

Say #REF! #REF! #REF!

Note Rate for excavation, cement conctrete M-25 and painting may be taken from respective chapters.

19.02 Suggestive Construction of bamboo crib wall complete as per drawing and additional Technical Specification.

Taking output = 1RM

Mate Day 0.016 0.016 0.016 #REF! #REF! #REF! #REF! #REF!

Mazdoor skilled Day 0.100 0.100 0.100 #REF! #REF! #REF! #REF! #REF!

Mazdoor Day 0.300 0.300 0.300 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

Water tanker 6KL capacity hour 0.008 0.008 0.008 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

Bamboos (For Horizontal Beam) Kg 4.000 4.000 4.000 #REF! #REF! #REF! #REF! #REF!

Live Stake stums / bamboos (vertical) Nos 1.500 1.500 1.500 #REF! #REF! #REF! #REF! #REF!

Live Stake stums / bamboos (horizontal) Nos 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!

Binding Material Meter 2.000 2.000 2.000 #REF! #REF! #REF! #REF! #REF!

Cost of water Nos 0.050 0.050 0.050 #REF! #REF! #REF! #REF! #REF!

Grass Nos 1.500 1.500 1.500 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

Total Cost without (OH&CP) #REF! #REF! #REF!

d) Overhead Charges on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!

e) Contractor Profit on (a+b+c+d) #REF! #REF! #REF! #REF! #REF! #REF!

Cost for 1RM = (a+b+c+d+e) #REF! #REF! #REF!

Say #REF! #REF! #REF!

19.03 Suggestive Construction of Fascines with bundle of sticks complete as per drawing and additional Technical Specification.

Taking output = 10RM

Mate Day 0.100 0.100 0.100 #REF! #REF! #REF! #REF! #REF!

Mazdoor skilled Day 0.500 0.500 0.500 #REF! #REF! #REF! #REF! #REF!

Mazdoor Day 2.000 2.000 2.000 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

Tractor - Ttrolly hour 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

Hand wood sticks Kg 8.000 8.000 8.000 #REF! #REF! #REF! #REF! #REF!

Binding Material Meter 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

Total Cost without (OH&CP) #REF! #REF! #REF!

d) Overhead Charges on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!

e) Contractor Profit on (a+b+c+d) #REF! #REF! #REF! #REF! #REF! #REF!

Cost for 10RM = (a+b+c+d+e) #REF! #REF! #REF!

Cost per RM = (a+b+c+d+e)/10 #REF! #REF! #REF!

Say #REF! #REF! #REF!

19.04 Suggestive Construction and laying of brush layers across the slope complete as per drawing and additional Technical Specification.

Taking output = 100 Sqm

Mate Day 0.120 0.120 0.120 #REF! #REF! #REF! #REF! #REF!

Mazdoor for preparation of ground Day 3.000 3.000 3.000 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

Water tanker 6KL capacity hour 2.000 2.000 2.000 #REF! #REF! #REF! #REF! #REF!

Tractor - Ttrolly hour 0.500 0.500 0.500 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

Live Sods (0.6 m length) Nos 1000.000 1000.000 1000.000 #REF! #REF! #REF! #REF! #REF!

Farm Yard manure @ 0.18 cum per 100 sqm at site work cum 0.180 0.180 0.180 #REF! #REF! #REF! #REF! #REF!

Cost of water KL 12.000 12.000 12.000 #REF! #REF! #REF! #REF! #REF!

Grass Kg 100.000 100.000 100.000 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

Total Cost without (OH&CP) #REF! #REF! #REF!

d) Overhead Charges on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!

e) Contractor Profit on (a+b+c+d) #REF! #REF! #REF! #REF! #REF! #REF!

Cost for 100 Sqm = (a+b+c+d+e) #REF! #REF! #REF!

Cost per sqm = (a+b+c+d+e)/100 #REF! #REF! #REF!

Say #REF! #REF! #REF!

19.05 Suggestive Construction of vegetative Palisades in Rills using hard wood cutting complete as per drawing and additional Technical Specification.

Taking output = 2 RM

Mate Day 0.012 0.012 0.012 #REF! #REF! #REF! #REF! #REF!

Mazdoor skilled Day 0.100 0.100 0.100 #REF! #REF! #REF! #REF! #REF!

Mazdoor for preparation of ground Day 0.200 0.200 0.200 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

Tractor - Ttrolly hour 0.250 0.250 0.250 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

Horizontal Live Sods (2M length) Nos 2.000 2.000 2.000 #REF! #REF! #REF! #REF! #REF!

Vertical Live Sods (2M length) Nos 40.000 40.000 40.000 #REF! #REF! #REF! #REF! #REF!

Cost of water Nos 0.100 0.100 0.100 #REF! #REF! #REF! #REF! #REF!

Binding Material RM 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

Total Cost without (OH&CP) #REF! #REF! #REF!

d) Overhead Charges on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!

e) Contractor Profit on (a+b+c+d) #REF! #REF! #REF! #REF! #REF! #REF!

Cost for 2 RM = (a+b+c+d+e) #REF! #REF! #REF!

Cost per RM = (a+b+c+d+e)/2 #REF! #REF! #REF!

Say #REF! #REF! #REF!

19.06 Suggestive Laying of Palisades in slope complete as per drawing and additional Technical Specification.

Taking output = 100 Sqm

Mate Day 0.120 0.120 0.120 #REF! #REF! #REF! #REF! #REF!

Mazdoor for preparation of ground Day 3.000 3.000 3.000 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

Water tanker 6KL capacity hour 2.000 2.000 2.000 #REF! #REF! #REF! #REF! #REF!

Tractor - Ttrolly hour 0.500 0.500 0.500 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

Live Sods (0.6 m length) Nos 1000.000 1000.000 1000.000 #REF! #REF! #REF! #REF! #REF!

Farm Yard manure @ 0.18 cum per 100 sqm at site work cum 0.180 0.180 0.180 #REF! #REF! #REF! #REF! #REF!

Cost of water KL 12.000 12.000 12.000 #REF! #REF! #REF! #REF! #REF!

Grass Kg 100.000 100.000 100.000 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

Total Cost without (OH&CP) #REF! #REF! #REF!

d) Overhead Charges on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!

e) Contractor Profit on (a+b+c+d) #REF! #REF! #REF! #REF! #REF! #REF!

Cost for 100 Sqm = (a+b+c+d+e) #REF! #REF! #REF!

Cost per sqm = (a+b+c+d+e)/100 #REF! #REF! #REF!

Say #REF! #REF! #REF!

19.07 Suggestive Dust Suppression

Taking output = 6 KL

Mate Day 0.008 0.008 0.008 #REF! #REF! #REF! #REF! #REF!

Mazdoor for preparation of ground Day 0.200 0.200 0.200 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

Water tanker 6KL capacity hour 0.750 0.750 0.750 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

Cost of water KL 6.000 6.000 6.000 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

Total Cost without (OH&CP) #REF! #REF! #REF!

d) Overhead Charges on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!

e) Contractor Profit on (a+b+c+d) #REF! #REF! #REF! #REF! #REF! #REF!

Cost for 6 KL = (a+b+c+d+e) #REF! #REF! #REF!

Cost per KL = (a+b+c+d+e)/6 #REF! #REF! #REF!

Say #REF! #REF! #REF!

19.08 Suggestive Water Quality Monitoring

Grab Sample as per the mentioned locations mentione in the EIA/EMP report or one sample / 10 km length)

Taking output = One Number

a) Cost of water Quality monitoring Nos 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!

Total Cost without (OH&CP) #REF! #REF! #REF!

b) Overhead Charges on (a) #REF! #REF! #REF! #REF! #REF! #REF!

c) Contractor Profit on (a+b) #REF! #REF! #REF! #REF! #REF! #REF!

Rete per Number = (a+b+c) #REF! #REF! #REF!

Say #REF! #REF! #REF!

19.09 Suggestive Soil Quality monitoring (Grab sample as per monitoring locations mention in EIA/EMP report or one sample/10 Km length

Taking output = One Number

a) Cost of water Quality monitoring Nos 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!

Total Cost without (OH&CP) #REF! #REF! #REF!

b) Overhead Charges on (a) #REF! #REF! #REF! #REF! #REF! #REF!

c) Contractor Profit on (a+b) #REF! #REF! #REF! #REF! #REF! #REF!

Rete per Number = (a+b+c) #REF! #REF! #REF!

Say #REF! #REF! #REF!

19.10 Suggestive Ambient Air Quality Quality monitoring 24 hrs continuous for locations mention in EIA/EMP report or one sample/10 Km length

Taking output = One Number

a) Cost of Ambient Air Quality Nos 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!

Total Cost without (OH&CP) #REF! #REF! #REF!

b) Overhead Charges on (a) #REF! #REF! #REF! #REF! #REF! #REF!

c) Contractor Profit on (a+b) #REF! #REF! #REF! #REF! #REF! #REF!

Rete per Number = (a+b+c) #REF! #REF! #REF!

Say #REF! #REF! #REF!

19.11 Suggestive Ambient Noise Monitoring 24 hrs continuous for locations mention in EIA/EMP report or one sample/10 Km length

Taking output = One Number

a) Cost of Ambient Noise Monitoring 24 Hour continuous Nos 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!

Total Cost without (OH&CP) #REF! #REF! #REF!

b) Overhead Charges on (a) #REF! #REF! #REF! #REF! #REF! #REF!

c) Contractor Profit on (a+b) #REF! #REF! #REF! #REF! #REF! #REF!

Rete per Number = (a+b+c) #REF! #REF! #REF!

Say #REF! #REF! #REF!

19.12 Suggestive Consent Approval (Once)

Taking output = One Number

19.12 (i) Consent to Establish (CTE) Nos 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!

Total Cost without (OH&CP) #REF! #REF! #REF!

b) Overhead Charges on (a) #REF! #REF! #REF! #REF! #REF! #REF!

c) Contractor Profit on (a+b) #REF! #REF! #REF! #REF! #REF! #REF!

Rete per Number = (a+b+c) #REF! #REF! #REF!

Say #REF! #REF! #REF!

19.12 (ii) Consent to Operate (CTO) Nos 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!

Total Cost without (OH&CP) #REF! #REF! #REF!

b) Overhead Charges on (a) #REF! #REF! #REF! #REF! #REF! #REF!

c) Contractor Profit on (a+b) #REF! #REF! #REF! #REF! #REF! #REF!

Rete per Number = (a+b+c) #REF! #REF! #REF!

Say #REF! #REF! #REF!

19.13 Suggestive Compliance submission for Consent Approvals (Half Yearly)

Taking output = One Number

19.13 (i) Compliance submission for Consent to establish (CTE) Nos 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!

Total Cost without (OH&CP) #REF! #REF! #REF!

b) Overhead Charges on (a) #REF! #REF! #REF! #REF! #REF! #REF!

c) Contractor Profit on (a+b) #REF! #REF! #REF! #REF! #REF! #REF!

Rete per Number = (a+b+c) #REF! #REF! #REF!

Say #REF! #REF! #REF!

19.13 (ii) Compliance submission for Consent to operate (CTO) Nos 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!

Total Cost without (OH&CP) #REF! #REF! #REF!

b) Overhead Charges on (a) #REF! #REF! #REF! #REF! #REF! #REF!

c) Contractor Profit on (a+b) #REF! #REF! #REF! #REF! #REF! #REF!

Rete per Number = (a+b+c) #REF! #REF! #REF!

Say #REF! #REF! #REF!

19.14 Suggestive Environmental Clearance Compliance (Half Yearly)

Taking output = One Number

a) Cost of work shop Nos 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!

Total Cost without (OH&CP) #REF! #REF! #REF!

b) Overhead Charges on (a) #REF! #REF! #REF! #REF! #REF! #REF!

c) Contractor Profit on (a+b) #REF! #REF! #REF! #REF! #REF! #REF!

Rete per Number = (a+b+c) #REF! #REF! #REF!

Say #REF! #REF! #REF!

19.15 Suggestive Environmental workshop (Yearly)

Taking output = One Number

a) Cost of work shop Nos 1.000 1.000 1.000 #REF! #REF! #REF! #REF! #REF!

Total Cost without (OH&CP) #REF! #REF! #REF!

b) Overhead Charges on (a) #REF! #REF! #REF! #REF! #REF! #REF!

c) Contractor Profit on (a+b) #REF! #REF! #REF! #REF! #REF! #REF!

Rete per Number = (a+b+c) #REF! #REF! #REF!

Say #REF! #REF! #REF!

19.16 Suggestive Polluition Prevention

Silt fencing on either side of the streams and rivers including erection and maintenance for entire construction phase

Taking output = 100 RM

Mate Day 0.080 0.080 0.080 #REF! #REF! #REF! #REF! #REF!

Mazdoor for preparation of ground Day 2.000 2.000 2.000 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

Tractor - Ttrolly hour 2.000 2.000 2.000 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

Silt fence sheet sqm 1000.000 1000.000 1000.000 #REF! #REF! #REF! #REF! #REF!

Hard wood sticks cum 34.000 34.000 34.000 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

Total Cost without (OH&CP) #REF! #REF! #REF!

d) Overhead Charges on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!

e) Contractor Profit on (a+b+c+d) #REF! #REF! #REF! #REF! #REF! #REF!

Cost for 100 RM = (a+b+c+d+e) #REF! #REF! #REF!

Cost per RM = (a+b+c+d+e)/100 #REF! #REF! #REF!

Say #REF! #REF! #REF!

19.17 IRC-SP-88 Road Safety Audit during Construction Period & Maintenance Period

Road Safety Audit during Construction Period & Maintenance Period including collection of Road accident data and analysis of fatel and grievously injured accident with black spot identification report, submission of GAP report, Road safety Audit Reports on all activities which were planned, actually executed and planned for the next quarter report, submission of audit report of work zone safety, worshop report and final safety report complete as per IRC-SP-88 and directed by Engineer.

Unit = Kilometer

19.17 A Upto 50.00 Kilometer

a) Experts/Key Peronnel

Sr. Road Safety / Auditor / Team Leader Month 4.000 4.000 4.000 #REF! #REF! #REF! #REF! #REF!

Traffic Planner Month 6.000 6.000 6.000 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

b) Boarding & Loading

Boarding & Loading and Per Diem for Site Visits Days 90.000 90.000 90.000 #REF! #REF! #REF! #REF! #REF!

Transportation at site and Head Office No. of Trip 20.000 20.000 20.000 #REF! #REF! #REF! #REF! #REF!

Duty travel to Site Days 90.000 90.000 90.000 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

c) Reports and Documents Cost

Collection of Road accident data and analysis of fatal and grievously injured accident with black spot identification. No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

Submission of GAP report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

Road Safety Audit Report on all activities which were planned, actually executed and planned for the next quarter. No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

Submission of audit report of work zone safety No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

workshop report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

Final safety report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

Add 10 percent of cost of a+b+c as Miscellaneous work #REF! #REF! #REF!

#REF! #REF! #REF!

Total Cost without (OH&CP) #REF! #REF! #REF!

d) Overhead Charges on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!

e) Contractor Profit on (a+b+c+d) #REF! #REF! #REF! #REF! #REF! #REF!

Rate for upto 50 Km = (a+b+c+d+e) #REF! #REF! #REF!

Say #REF! #REF! #REF!

19.17 B Between 50.00 Km. to 100.00 Km

a) Experts/Key Peronnel

Sr. Road Safety / Auditor / Team Leader Month 6.000 6.000 6.000 #REF! #REF! #REF! #REF! #REF!

Traffic Planner Month 8.000 8.000 8.000 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

b) Boarding & Loading

Boarding & Loading and Per Diem for Site Visits Days 126.000 126.000 126.000 #REF! #REF! #REF! #REF! #REF!

Transportation at site and Head Office No. of Trip 20.000 20.000 20.000 #REF! #REF! #REF! #REF! #REF!

Duty travel to Site Days 126.000 126.000 126.000 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

c) Reports and Documents Cost

Collection of Road accident data and analysis of fatal and grievously injured accident with black spot identification. No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

Submission of GAP report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

Road Safety Audit Report on all activities which were planned, actually executed and planned for the next quarter. No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

Submission of audit report of work zone safety No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

workshop report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

Final safety report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

Add 10 percent of cost of a+b+c as Miscellaneous work #REF! #REF! #REF!

#REF! #REF! #REF!

Total Cost without (OH&CP) #REF! #REF! #REF!

d) Overhead Charges on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!

e) Contractor Profit on (a+b+c+d) #REF! #REF! #REF! #REF! #REF! #REF!

Rate for upto 50 Km = (a+b+c+d+e) #REF! #REF! #REF!

Say #REF! #REF! #REF!

19.17 C More than 100.00 Km

a) Experts/Key Peronnel

Sr. Road Safety / Auditor / Team Leader Month 8.000 8.000 8.000 #REF! #REF! #REF! #REF! #REF!

Traffic Planner Month 10.000 10.000 10.000 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

b) Boarding & Loading

Boarding & Loading and Per Diem for Site Visits Days 162.000 162.000 162.000 #REF! #REF! #REF! #REF! #REF!

Transportation at site and Head Office No. of Trip 20.000 20.000 20.000 #REF! #REF! #REF! #REF! #REF!

Duty travel to Site Days 162.000 162.000 162.000 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

c) Reports and Documents Cost

Collection of Road accident data and analysis of fatal and grievously injured accident with black spot identification. No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

Submission of GAP report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

Road Safety Audit Report on all activities which were planned, actually executed and planned for the next quarter. No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

Submission of audit report of work zone safety No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

workshop report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

Final safety report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

Add 10 percent of cost of a+b+c as Miscellaneous work #REF! #REF! #REF!

#REF! #REF! #REF!

Total Cost without (OH&CP) #REF! #REF! #REF!

d) Overhead Charges on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!

e) Contractor Profit on (a+b+c+d) #REF! #REF! #REF! #REF! #REF! #REF!

Rate for upto 50 Km = (a+b+c+d+e) #REF! #REF! #REF!

Say #REF! #REF! #REF!

19.18 IRC-SP-88 Road Safety Audit during Maintenance Period

Road Safety Audit during Maintenance Period & including collection of Road accident data and analysis of fatel and grievously injured accident with black spot identification report, submission of GAP report, Road safety Audit Reports on all activities which were planned, actually executed and planned for the next quarter report, submission of audit report of work zone safety, worshop report and final safety report complete as per IRC-SP-88 and directed by Engineer.

Unit = Kilometer

19.18 A Upto 50.00 Kilometer

a) Experts/Key Peronnel

Sr. Road Safety / Auditor / Team Leader Month 2.000 2.000 2.000 #REF! #REF! #REF! #REF! #REF!

Traffic Planner Month 3.000 3.000 3.000 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

b) Boarding & Loading

Boarding & Loading and Per Diem for Site Visits Days 45.000 45.000 45.000 #REF! #REF! #REF! #REF! #REF!

Transportation at site and Head Office No. of Trip 20.000 20.000 20.000 #REF! #REF! #REF! #REF! #REF!

Duty travel to Site Days 45.000 45.000 45.000 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

c) Reports and Documents Cost

Collection of Road accident data and analysis of fatal and grievously injured accident with black spot identification. No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

Submission of GAP report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

Road Safety Audit Report on all activities which were planned, actually executed and planned for the next quarter. No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

Submission of audit report of work zone safety No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

workshop report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

Final safety report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

Add 10 percent of cost of a+b+c as Miscellaneous work #REF! #REF! #REF!

#REF! #REF! #REF!

Total Cost without (OH&CP) #REF! #REF! #REF!

d) Overhead Charges on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!

e) Contractor Profit on (a+b+c+d) #REF! #REF! #REF! #REF! #REF! #REF!

Rate for upto 50 Km = (a+b+c+d+e) #REF! #REF! #REF!

Say #REF! #REF! #REF!

19.18 B Between 50.00 Km. to 100.00 Km

a) Experts/Key Peronnel

Sr. Road Safety / Auditor / Team Leader Month 3.000 3.000 3.000 #REF! #REF! #REF! #REF! #REF!

Traffic Planner Month 4.000 4.000 4.000 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

b) Boarding & Loading

Boarding & Loading and Per Diem for Site Visits Days 45.000 45.000 45.000 #REF! #REF! #REF! #REF! #REF!

Transportation at site and Head Office No. of Trip 20.000 20.000 20.000 #REF! #REF! #REF! #REF! #REF!

Duty travel to Site Days 45.000 45.000 45.000 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

c) Reports and Documents Cost

Collection of Road accident data and analysis of fatal and grievously injured accident with black spot identification. No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

Submission of GAP report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

Road Safety Audit Report on all activities which were planned, actually executed and planned for the next quarter. No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

Submission of audit report of work zone safety No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

workshop report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

Final safety report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

Add 10 percent of cost of a+b+c as Miscellaneous work #REF! #REF! #REF!

#REF! #REF! #REF!

Total Cost without (OH&CP) #REF! #REF! #REF!

d) Overhead Charges on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!

e) Contractor Profit on (a+b+c+d) #REF! #REF! #REF! #REF! #REF! #REF!

Rate for upto 50 Km = (a+b+c+d+e) #REF! #REF! #REF!

Say #REF! #REF! #REF!

19.18 C More than 100.00 Km

a) Experts/Key Peronnel

Sr. Road Safety / Auditor / Team Leader Month 4.000 4.000 4.000 #REF! #REF! #REF! #REF! #REF!

Traffic Planner Month 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

b) Boarding & Loading

Boarding & Loading and Per Diem for Site Visits Days 45.000 45.000 45.000 #REF! #REF! #REF! #REF! #REF!

Transportation at site and Head Office No. of Trip 20.000 20.000 20.000 #REF! #REF! #REF! #REF! #REF!

Duty travel to Site Days 45.000 45.000 45.000 #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF!

c) Reports and Documents Cost

Collection of Road accident data and analysis of fatal and grievously injured accident with black spot identification. No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

Submission of GAP report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

Road Safety Audit Report on all activities which were planned, actually executed and planned for the next quarter. No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

Submission of audit report of work zone safety No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

workshop report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

Final safety report No. of Copies 5.000 5.000 5.000 #REF! #REF! #REF! #REF! #REF!

Add 10 percent of cost of a+b+c as Miscellaneous work #REF! #REF! #REF!

#REF! #REF! #REF!

Total Cost without (OH&CP) #REF! #REF! #REF!

d) Overhead Charges on (a+b+c) #REF! #REF! #REF! #REF! #REF! #REF!

e) Contractor Profit on (a+b+c+d) #REF! #REF! #REF! #REF! #REF! #REF!

Rate for upto 50 Km = (a+b+c+d+e) #REF! #REF! #REF!

Say #REF! #REF! #REF!