Widening and Strengthening for Lohiya Nagar chowk to Mela ground from (km 0.00 to 1.00) for the year 2025-26 under Road Division, Supaul.

Technical Sheet

Name of Work Widening and Strengthening for Lohiya Nagar chowk to Mela ground from (km 0.00 to 1.00) for the year 2025-26 under Road Division, Supaul Cost of Work as per BOQ. (In lacs) 0.34400 Time of Completion in month 03 (Three) Month ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Sactioned Amount (A.A/TS) 272.781 lacs/299.545 lacs Date of Sanction (A.A/TS) 7382(S) dt. 22.08.2025 / 1521(WE) dt. 17.11.2025 Date of Tender 11.03.2026

Sl No. Items Requirement Requirement Cl. No. Name of the contractor

Address of the contractor

1 Bid Validity Bids shall remain valid for a period not less than 120 days after the deadline date. A Bid valid for a shorter period shall be rejected by the Employer as non-responsive 120 Days 15.1 Bid validity periods In days

2 Bid Security (D) Unconditional bank guarantee from any scheduled Indian bank issued within the state in the format given (If issued from any bank outside state will be converted to any bank within the state before executing the agreement. 16.1 Amount To be entered (Rs in Lakhs)

Bid Security Amount - (In lacs) 5.7 Bid Security Amount - Rs. 0

3 (i) Legal Status of Bidder. 4.3(a)

(ii) Place of Registration.

(iii) Principal place of Business

(iv) Power of attorney of signatory Bid Attached or Not 4.2(iv)

4 Total value of civil engineering construction work performed in last five years. 1. Annual Financial Turn Over usually not less than 50% the estimated annual payments under the contract (Rs in Lakhs)

2020-21 Escalation Factor=1.469 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.61

2021-22 Escalation Factor=1.360 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.46

2022-23 Escalation Factor=1.259 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.33

2023-24 = 1.166 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.21

2024-25 Escalation Factor=1.08 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.1

5 Work Experience of Similar nature Satisfactory completed atleast one similar work of value not less than 10% of estimated value of contract (Rs in Lakhs) 4.5A( b) Amount To be entered (Rs in Lakhs)

6 Maximum Quantities of work done as prime contractor in any one year during last five years. Items Unit Quantity 4.5A( c)

Cement concrete (including RCC and PCC) cum 0 Value to be entered in unit cum

E/W in both excavation & Embankment Combined cum 15089.4 Value to be entered in unit cum

Non Bituminous Sub Base & Base (G.S.B/W.M.M) cum 2983.5 Value to be entered in unit cum

Bituminous treatment (BM / DBM / SDBC / BC) cum 1713.6 Value to be entered in unit cum.

7 Bidding Capacity: More than the total Bid value of present work = A*N*3-B=Rs. ____.Where A = Maxm. Value of work executed in any one yr during last 5 yrs. N= Nos of years for completion of works. B=Value of existing commitments & ongoing works to be completed in period 4.7

(a) Existing commitments and ongoing works Amount To be entered (Rs in Lakhs)

(b) Work for which Bid already submitted Amount To be entered (Rs in Lakhs)

8 Availability of key items of Contractor's Equipment Type of Equipment/Maximum age No. Required (Up to Rs. 30 Crore) Nos. Max. Age Remarks 4.5(B) (a) Nos./ Max. Age

Motor Grader 1 Life of machine minus two years or 5 years on 11.03.2026 which ever is more.

Front end Loader

Smooth Wheeled Roller 1

Vibratory Roller 1

Fully Computerized Hot Mix Plant with Electronic Controls. 1 (Min. 40-60 TPH Capacity)

Paver Finisher with Electronic Sensor 1 (Mechanical)

Bitumen Sprayer 1

Concrete Mixex with Integral Weigh Batching Facility 1 (Drum Mixer)

9 Key Personnel Personnel/Qualification/Contract Package Size (2 crore to 10 crore) 4.5(B) (b) Name of the Personnel and Experince in years

Project Manager / B.E. Civil + 10 Years Experience (5 years as Manager ) or retired E.E

Site Engineer / B.E. Civil + 07 Years Experience (3 years in Road Construction) or retired A.E 1

Plant Engineer / B.E. Mech / Civil + 05 Years Experience or Diploma in Mechanical + 07 Years Experience or retired J.E. 1

Qulity Supervisor/B.E. Civil + 05 Years Exp. or Dip. Civil + 07 Years Exp.

Soil & Material Engineer/B.E. Civil + 07 Years Exp.

Survey Engineer/B.E. Civil + 03 Years Exp. or Dip. Civil + 05 Years Exp.

Site Supervisor/Fresh Graduate in Civil or Diploma Civil + 03 Years Exp. Or retired I.T.I. Holder 1

10 Evidence of accesses to Financial Resources Evidence of access to or availability of creadit facilities (10% of estimated cost), certified by bankers. 4.2(i) Amount To be entered (Rs in Lakhs)

11 Proposed methodology and programme of construction. Justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones. (Attached or not) 4.3(l)

12 Litigation History Information regarding any litigation, current or during the last five years, in which the Bidder is involved, the parties concerned, and disputed amount. (Attached or not) 4.3(j)

13 Affidavit Regarding statements made in the required attachments are true and correct.

14 Undertaking Able to invest a minimum of cost upto 25% of contract value of work. During implementation of contract. 4.2(ii)

15 Time of Completion To be entered in months

16 Registration No.

17 I.T. & GST Registration & Certificate

18 NOC for Debar (If required)

19 Character Certificate of Contractor

20 License of Energy

Executive Engineer RCD, Road Division, Supaul

Bill of Quantity

Name of Work :- Widening and Strengthening for Lohiya Nagar chowk to Mela ground from (km 0.00 to 1.00) for the year 2025-26 under Road Division, Supaul.

1 B.O.Q. Amount 28482071.00

2 Cost of B.O.Q. 10000.00

3 Bid processing fee for BELTRON 3540.00

4 Earnest Money 570000.00

5 Time of Completion 03 Months

CONSTRUCTION WORK

Sl. No SOR No Item of work Quantity Unit Rate Amount (Rs.)

1 2.3(ii) A 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 unserviceable 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. 0.50 Hct 194895.80 97448.00

2 2.14 Removal of telephone/ Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department , disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately 41.00 each 281.40 11537.00

3 3.15(i) Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all the lifts and leads upto 1000 metres.By Mechanaical Means using Motor Grader 3750.00 sqm 8.20 30750.00

4 3.01 Exacavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres. 1462.50 cum 343.20 501930.00

5 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 300-2 877.50 cum 94.90 83275.00

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. 5204.70 cum 212.90 1108081.00

7 4.01(B)(i) Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. 663.00 cum 3171.95 2103003.00

8 4.14 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 828.75 cum 3423.07 2836869.00

9 5.01 A (i) Providing and applying primer coat with cutback MC 30 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. 3315.00 sqm 51.39 170358.00

10 5.02 (i) 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. 14280.00 sqm 15.36 219341.00

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 @4.5 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. 571.20 cum 13236.05 7560432.00

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 @5.4 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 285.60 cum 14920.84 4261392.00

13 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. 357.00 sqm 684.80 244474.00

14 8.06 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).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 67:2012 & proof of the same report shall be uploaded while quoting tendor. 7 years warranty shall be provided for retro reflection sheeting Type-IV & 10 years warranty shall be provided for retro reflective sheeting Type-XI as per Clause 6.9 of IRC 67:2012. At the end of warranty period, the sheeting shall retain atleast 80% of its retro reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance. ` 4.32 sqm 15525.10 67068.00

15 8.35 Supplying fixing of raised pavement marker with made of aluminium alloy or plastic body moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High Impact Polystyrene) or Acrylonitrite Butadiene Styrene (ABS) or any other suitable material approved by the Engineer. The marker shall support a load of 13,635 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 retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retroreflecting surface shall not be less than 13.00 sq.cm the marker height shall not be less than 10 mm and shall not exceed 20 mm & width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm, all road studs shall be legibly marked with the name,trade or other means of identification of the manufacturer, epoxy installations, excess adhesive around the 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 retroreflectance of the reflecting panel, to the Engineer.In addition, a two year warranty for satifactory infield performance of the finished road marker shall also given by the contractor who carrier out the work of fixing of reflective road marker. In Case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. 386.00 Nos 300.30 115916.00

16 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.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 67:2012 & proof of the same report shall be uploaded while quoting tendor. The retro reflective sheeting shall be covered under 7 years warranty to be provided from the original sheeting manufacturer, as per Clause 6.9 of IRC 67:2012. At the end of 7 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.

(X) 80 cm x 60 cm rectangular 4.00 Nos 7981.50 31926.00

(XII) 60 cm x 45 cm rectangular 9.00 Nos 5600.80 50407.00

(IV) 60 cm equilateral triangle 6.00 Nos 4308.40 25850.00

(XV) 90 cm high octagon 5.00 Nos 10146.90 50735.00

17 8.14 Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.

(i) Hectometer stones 4.00 Nos 805.88 3224.00

(iii) Ordinary kilometer stone (precast) 2.00 Nos 2905.92 5812.00

SUB-TOTAL :- 19579828.00

Labour cess 1% on Sub total :- 195798.00

Seigniorage Fee :- 212461.00

SUB-TOTAL :- 19988087.00

GST 18% on Sub total :- 3597856.00

Total Cost of Civil Work (A) :- 23585943.00

Utility Shifting

Erection of HT Line

22 Back Clamp for Top bracket & V Cross arm 28 Nos 68.82 1927.00 59.33 68.8228 1661.24

25 MS Angle Cross Bracing 3 Nos 2455.49 7366.00 2116.8 2455.488 6350.4

26 Back Clamp for Cross Bracing 2X2 12 Set 89.47 1074.00 77.13 89.4708 925.56

30 11 KV Disc insulator with hardware fittings 18 Set 601.34 10824.00 518.4 601.344 9331.2

31 11 KV Pin Insulator with GI Pin 51 Set 159.11 8114.00 137.16 159.1056 6995.16

34 Back Clamp for Angel Bracket 20 Nos 68.82 1376.00 59.33 68.8228 1186.6

35 Support Clamp for Angle Bracket 20 Nos 92.80 1856.00 80 92.8 1600

36 Gi Wire No. 8 for Guard wire 436 Kg. 235.48 102669.00 203 235.48 88508

38 MS Nut and bot all sizes 170 Kg. 133.40 22678.00 115 133.4 19550

46 Aluminium Paint 40 Ltr. 522.00 20880.00 450 522 18000

Erection of LT Line 0 1924093.288

48 Stay with Plate 5 Set 2088.00 10440.00 1800 2088

49 Stay set with wire 5 Set 1334.00 6670.00 1150 1334

53 Suspention Clamps 31 Nos. 347.15 10762.00 299.27 347.1532

55 Insulation Piercing Connector 124 Nos. 95.26 11812.00 82.12 95.2592

57 Distrubution Box for LT Connection 31 Nos. 1313.44 40717.00 1132.28 1313.4448

Erection of D.S.S Line 0

59 11KV line Tapping channel 3 Set 2453.49 7360.00 2115.08 2453.4928

60 Transformer Base & Top Channel 6 Set 3872.54 23235.00 3338.4 3872.544

61 AB switch base channel 6 Set 3872.54 23235.00 3338.4 3872.544

62 HG fuse base channel 6 Set 3614.42 21687.00 3115.88 3614.4208

63 Support clamp for channel 6 Pairs 148.48 891.00 128 148.48

64 Stay with Plate 18 Set 2088.00 37584.00 1800 2088

65 Stay set with Wire 18 Set 1334.00 24012.00 1150 1334

66 Stay Clamp 36 Pairs 98.60 3550.00 85 98.6

68 11 KV Disc insulator with hardware fittings 12 Set 601.34 7216.00 518.4 601.344

69 11 KV Pin Insulator with GI Pin 12 Set 159.11 1909.00 137.16 159.1056

72 Transformer Base & clamping with tie 6 Nos. 2034.55 12207.00 1753.92 2034.5472

73 clamp for belting 12 Pairs 148.48 1782.00 128 148.48

75 11 kv lighting Arrester 3 Set 1277.35 3832.00 1101.16 1277.3456

78 Distrubution Box for Transformer 3 Nos. 60320.00 180960.00 52000 60320

79 MS nuts and bolt all sizes 60 Kg. 133.40 8004.00 115 133.4

83 Danger Board 6 Nos 90.48 543.00 78 90.48

84 Barbed Wire 6 Nos 90.48 543.00 78 90.48

85 Redoxide Paint 12 Ltr. 348.00 4176.00 300 348

86 Aluminium Paint 12 Ltr. 522.00 6264.00 450 522

Dismantling of 11 KV, DSS and LT Line

87 Rail pol/H beam/RSJ of different Size 3 Nos. 4163.68 12491.00 52046 4163.68

88 PSC Pole 200kg/400kg (considered brocket) 31 Nos. 195.52 6061.00 2444 195.52

93 33 KV Pin Insulator(considered brocken) 0 Nos 10.08 0.00 126 10.08

94 11 KV Pin Insulator(considered brocken) 72 Nos 11.87 855.00 148.39 11.8712

95 Mixed Conductor 2.1 Km 4000.00 8400.00 50000 4000

99 HG Fues set Channel 3.00 Set 249.04 747.00 3113 249.04

100 Transformer Base & AB Base 3.00 Set 267.04 801.00 3338 267.04

104 11 KV disc Insulator With H/W 12.00 Set 35.84 430.00 448 35.84

SUB-TOTAL :- 4847651.00

Labour cess 1% on Sub total :- 48477.00

Total Cost of Utility Shifting Work (B) :- 4896128.00

Total Cost (A+B) :- 28482071.00

1 Threshold limit :- Upper limit & Lower limit. There is no ceiling/limit for going below the BOQ rate for percentage rate tenders as per departmental letter No. -4439(E)We. Dt.-17.07.2023 has additional performance Guarantee need as per direction.

2 Name of the Contractor :-

3 Address of the Contractor :-

4 I/we offer in Figures in words………………… % (Percentage) High / Less/BOQ rate as mentioned in the Bill of quantity. IN FIG.

Executive Engineer, Road Division, Supaul

Note:-The format/content of the documents shall not be modified. If modified bidder/contractors are laible for disqualification.

Detail Estimate of Widening and Strengthning work of Kishanganj - Dinajpur Road from km 0 to 3.20 for the year 2020 -21

Si no. Item of work Quantity Unit Rate Cost of material

1 3.16 ii Construction of embankment 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. Rolling with vibratory rollar 22390.63 M3 34.81 779418.00

2 4.2 i GSB Construction of granular sub-base (Gr.1) by providing coarse graded material of Pakur range, 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. all complete as per specification and direction of E/I. 4104.00 M3 608.46 2497120.00

3 4.12 WMM Providing, laying, spreading and compacting graded stone aggregates of Pakur range to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mix materials by tipper to site, laying in uniform layer with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per specification and direction of E/I. 3600.00 M3 611.91 2202876.00

4 5.6(ii)A - MORTH Spec.- 507 DGBM Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with mechanical 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. 507 complete in all respects..Bitumen used VG 30 for GradingII (19 mm nominal size) 1920.00 M3 683.29 1311917.00

5 5.8(ii) - MORTH Spec.- 509, BC 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 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with mechanical 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. Bitumen used VG30 for Grading-II (10 mm nominal size) 960.00 M3 690.93 663293.00

6 8.4 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. 34.00 each 68.34 2324.00

7 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 with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 10.80 M2 91.12 984.00

8 8.14 ii Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (i) 5th kilometer stone (precast) 1.00 each 223.04 223.00

9 8.14 ii Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii) Ordinary kilometer stone (precast) 3.00 each 153.35 460.00

10 12.8 A Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (Pakur stone chips and Jagdispur sand). PCC Grade M15 120.00 M3 569.47 68336.00

10 12.8 C Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (Pakur stone chips and Jagdispur sand). RCC Grade M20 510.00 M3 646.53 329730.00

Total 7856681.00

Signourage Charge = 10% of cost of material 785668.00

Bill of Quantity

Name of Work :- Renovation work of Indo-Nepal Border Road Saraigarh (Gardhiya chowk) to Refugee colony in Km 32.65 to 46.035 (Total Length-13.385 Km) for the year 2025-26 under Road Division, Supaul.

1 B.O.Q. Amount

2 Cost of B.O.Q. Rs 10000.00

3 Bid processing fee for BELTRON Rs 5900.00

4 Earnest Money Rs. 3160000.00

5 Time of Completion 09 months

CONSTRUCTION WORK

Sl. No SOR No Item of work Quantity Unit Rate Amount (Rs.)

1 3.16 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 o 2.89 hct 194855.70 563133.00

2 2.05(II)A Dismantling of flexible pavements and disposal of dismantled materials upto a leadof 1000 metres, stacking serviceable and unserviceable materials separately ,By Mechanical means,Bituminous courses 721.88 Cum 511.50 369242.00

3 2.04(i)(I)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,Lime/ Cement concrete,By Manual means,Cement concrete Grade M-15 & M-20 466.00 cum 733.30 341718.00

4 2.04(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,Dismantling Brick/ tile work,In cement mortar 80.40 Cum 493.00 39637.00

5 2.04(ix)C Removing all type of Hume pipes and stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works.Above 900 mm 20.00 mt 1740.40 34808.00

6 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.Ordinary Soil,Mechanical Means (Depth upto 3 m) 4765.63 cum 102.40 488001.00

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 300-2. 4673.13 Cum 94.80 443013.00

8 3.18 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. 12079.35 Cum 215.30 2600684.00

9 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 15393.985 Cum 212.80 3275840.00

10 4.01B(i) Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desire 6338.715 Cum 3171.62 20103995.00

11 4.14 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 pave 8982.81 Cum 3422.64 30744925.00

12 5.01(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. 35931.25 sqm 43.97 1579897.00

13 5.02(i) 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. 71863.00 sqm 14.26 1024766.00

14 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 @4.5 percent by weight of total mix and filler, transporting the hot mix to work site l 2871.05 cum 13134.78 37710610.00

15 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 @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hyd 1434.945 cum 14796.60 21232307.00

16 8.13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2 1410.50 sqm 684.70 965769.00

17 8.06 Direction and Place Identification Signs with size more than 0.9 sqm size Board.(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 alumini 5.76 sqm 15191.30 87502.00

18 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 materi

(x) 80 x 60 cm Rectangular 82.00 each 7950.70 651957.00

(ii) 90 cm equilateral triangle 44.00 each 6488.20 285481.00

(viii) 60 cm circular 12.00 each 5717.33 68608.00

(xii) 60 cm x 45 cm rectangular 24.00 each 5569.90 133678.00

19 8.35 Supplying of Solar Raised Pavement Markers (Solar/Road Stud) 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 aload of 20000 kg tested in accordence to ASTM D 4280. the marker should be resistent to dust and wateer ingress according to IP 65 standerds and should withstand temperatures in the range of 0 C to 70 C. colour of lightingcould be provided in red or yellow (amber) as per requirement and typical frequency of blinking in 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhace the lif of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shsll not be less than 10mm x 100mm x 100mm. Also the surface diameter of the marker should not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kg. 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. 1975.00 each 299.90 592303.00

20 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. 54.00 each 794.60 42908.00

21 8.23(A) Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm s 200.00 rm 3472.30 694460.00

22 15.01 I A (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 back filling with approved material. 2778.186 cum 119.80 332827.00

23 15.11 A Case- II Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 with approved quality of graded coarse aggregate from Pakur and approved quality of Jagdispur sand, tools and plants, vibrating, mixing, placing in position and curing, royalty and taxes excluding cost of form works as well as reinforcement, complete job as per design, drawing, specification and direction of E/I. 515.88 cum 6457.15 3331115.00

24 15.11 C Case-II Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M20 with approved quality of graded coarse aggregate from Pakur and approved quality of Jagdispur sand, tools and plants, vibrating, mixing, placing in position and curing, royalty and taxes excluding cost of form works as well as reinforcement, complete job as per design, drawing, specification and direction of E/I. 484.58 cum 6959.38 3372376.00

25 15.03 Sand Filling in Foundation Trenches as per Drawing and Technical Specification 468.10 Cum 423.35 198170.00

26 15.13 Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications 33.82610 mt 69571.57 2353335.00

27 8.07(A) 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). 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 67:2012 & proof of the same report shall be uploaded while quoting tendor. 7 years warranty shall be provided for retro reflection sheeting Type-IV & 10 years warranty shall be provided for retro reflective sheeting Type-XI as per Clause 6.9 of IRC 67:2012. At the end of warranty period, the sheeting shall retain atleast 80% of its retro reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance,Truss and Vertical Support 10.45280 mt 84937.10 887831.00

28 8.07(B) 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). 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 67:2012 & proof of the same report shall be uploaded while quoting tendor. 7 years warranty shall be provided for retro reflection sheeting Type-IV & 10 years warranty shall be provided for retro reflective sheeting Type-XI as per Clause 6.9 of IRC 67:2012. At the end of warranty period, the sheeting shall retain atleast 80% of its retro reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance,Aluminium Alloy Plate for Over Head Sign 132.00 sqm 15100.10 1993213.00

29 8.09 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) 139.828 sqm 90.30 12626.00

30 8.03(i) Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade, Matras commas and the like not to be measured and paid for Half letter shall be counted as half 10240.00 per cm hight per letter 1.30 13312.00

31 15.22(B) case-II Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications.PCC Grade M20,PCC Grade M20 using batching plant,transit mixer & manual placin 746.63 Cum 6962.18 5198172.00

32 15.18 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical specifications. 46.906 Cum 12268.90 575485.00

33 15.16 Reinforced cement concrete approach slab including reinforcement and formwork complete as per Drawing and Technical specifications 126.00 Cum 10453.47 1317137.00

34 15.17 Drainage spouts complete as per Drawing and Technical Specifications. 14.00 each 979.37 13711.00

35 14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, 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 114.76 rm 1880.20 215772.00

36 16.08A Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding. 44.40 Cum 6933.50 307847.00

37 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. 367.60 Cum 3217.65 1182808.00

38 15.24 Providing and laying of Filter media with granular materials/stone 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 s 120.864 cum 3113.35 376292.00

39 15.14 Providing weep holes in Brick masonary/ 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 face. Complete as per drawing and Technical 606.00 each 142.38 86282.00

40 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. 126.238 sqm 119.61 15099.00

41 15.22 (ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. 120.00 rm 466.31 55957.00

42 15.23(B) Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specifications.Sandy material 261.312 Cum 890.32 232651.00

43 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 . 125.00 rm 8766.44 1095805.00

44 8.14 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc

(iii) Hectometer stone (precast) 14.00 each 694.70 9726.00

(ii) Ordinary kilometer stone (precast) 3.00 each 2285.60 6857.00

(i) 5th kilometer stone (precast) 2.00 each 3999.50 7999.00

45 12.01(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.Mechanical Means,Depth upto 3 m 4200.00 Cum 119.80 503160.00

46 12.08(A) case II Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.PCC Grade M15,PCC Grade M15 using batching plant & manual placin 400.00 cum 6217.56 2487024.00

47 12.08(C) case-II Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.RCC Grade M20,RCC Grade M20 using batching plant, transit mixer & manual placin 1980.00 Cum 7115.57 14088829.00

48 12.42 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications 132.00 mt 69571.57 9183447.00

49 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 800.00 each 142.38 113904.00

SUB-TOTAL - A :- 173644011.00

Labour cess 1% on Sub total A :- 1736440.00

Seigniorage Fee :- 3078136.00

SUB-TOTAL - B :- 178458587.00

GST 18% on Sub total B :- 32122546.00

Total (Civil Work)(C) :- 210581133.00

Utility Shifting

Erection of HT Line

51 Rail Pole top DP channel 4.00 Nos 2741.49 10966.00 2363.35

52 11 kv rail pole DP belting angles 4.00 Nos 976.82 3907.00 842.09

53 11 kv rail pole DP cross bracing angles 4.00 Nos 1153.21 4613.00 994.15

54 DP fisth plate 4.00 Nos 72.24 289.00 62.28

55 ACSR Rabbit Conductor 5.50 Km 68899.07 378945.00 59395.75

56 Support clamp 43.00 pair 163.32 7023.00 140.79

57 Belting angle Cclamp A 8.00 Nos 163.15 1305.00 140.65

58 Belting angle clamp B 8.00 Nos 179.44 1436.00 154.69

59 11 kv disc inculator with fitting 24.00 set 519.68 12472.00 448.00

60 11 kv pin insulator 129.00 Nos 136.88 17658.00 118.00

69 Stone Base plate 51.00 Nos 421.08 21475.00 363.00

70 Danger Board 20.00 Nos 78.88 1578.00 68.00

Erection of DSS

73 100 kva Distribution transformer 2.00 Nos 226672.55 453345.00 195407.37

74 11 kv hag fuse base Channer 2.00 Nos 1755.01 3510.00 1512.94

75 11 kv A.B. switch base channer 2.00 Nos 2436.87 4874.00 2100.75

76 11 kv Transformer base channel 2.00 Nos 2436.87 4874.00 2100.75

77 11 kv Transformer top channel 2.00 Nos 2436.87 4874.00 2100.75

80 11 kv lightening arrestor 6.00 Nos 1213.86 7283.00 1046.43

81 Transformer belting angle 2.00 Nos 1147.07 2294.00 988.85

83 11 kv tapping channel 2.00 Nos 845.00 1690.00 728.45

84 Support clamp of DSS 16.00 pair 163.32 2613.00 140.79

85 Danger Board 2.00 Nos 78.88 158.00 68.00

87 Stone Base plate 2.00 Nos 421.08 842.00 363.00

90 G.I Earthing pipe 6.00 Nos 3469.41 20816.00 2990.87

92 Distribution Box with MCV 6.00 Nos 11399.32 68396.00 9827.00

Erection of LT Line

95 LT 1C*16 sq mm all conductor for connection for SMDB box 108.00 mtr. 151.72 16386.00 130.79

96 Three phase SMDB box 13.00 Nos 3427.17 44553.00 2954.46

97 Suspension Clamp 27.00 Nos 405.78 10956.00 349.81

98 1 Hook/clamp for suspension clamp 27.00 Nos 405.78 10956.00 349.81

100 PRC connector 52.00 Nos 469.70 24424.00 404.91

Dismantaling of 11 KV HT Line

104 11 KVV cross Arm/Braket 34.00 Nos 63.74 2167.00 796.81

105 11 KVV Top Bracket/'F' Clamp 34.00 Nos 21.47 730.00 268.41

106 Camp for top bracket & V Cross arm 34.00 Nos 6.28 214.00 78.48

107 11 KV pin insulator with GI pin with nut & bolt 102.00 set 9.50 969.00 118.80

108 ACSR Rabbit conductor 4.50 km 4751.66 21382.00 59395.72

Dismantalling of LT Line & DSS

110 11 KV Disc insulator with Fittings 6.00 set 35.86 215.00 448.20

111 Dis. Transformer 100 KVA 1.00 Nos 15632.59 15633.00 195407.37

112 Dis. Transformer 63 KVA 1.00 Nos 12606.42 12606.00 157580.26

113 Transformer Bae Channel 2.00 set 336.12 672.00 4201.50

114 Stay Clamp for Transformer Base Channel 2.00 Nos 9.06 18.00 113.25

115 Clamp for Top Base Channel 2.00 Nos 14.29 29.00 178.66

SUB-TOTAL -D 5327566.00

Labour cess 1% on Erection & dismentling of Utility Shifting 63840.00

Total (Electric Work):- 5391406.00

Total Amount (Civil Work+Electrical Work) :- 215972539.00

1 Threshold limit :- Upper limit & Lower limit –31. 31. There is no ceiling/limit for going below the BOQ rate for percentage rate tenders as per departmental letter No-4439(E)We. Dt.-17.07.2023 has additional performance Guarantee need as per direction.

2 Name of the Contractor :-

3 Address of the Contractor :-

4 I/we offer in Figures in words………………… % (Percentage) High / Less/BOQ rate as mentioned in the Bill of quantity. IN FIG.

Executive Engineer, Road Division,Supaul

Note:-The format/content of the documents shall not be modified. If modified bidder/contractors are laible for disqualification.

Technical Sheet

Name of Work Widening and Strengthening for Lohiya Nagar chowk to Mela ground from (km 0.00 to 1.00) for the year 2025-26 under Road Division, Supaul Cost of Work as per BOQ. (In lacs) 0.34400 Time of Completion in month 03 (Three) Month ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Sactioned Amount (A.A/TS) 272.781 lacs/299.545 lacs Date of Sanction (A.A/TS) 7382(S) dt. 22.08.2025 / 1521(WE) dt. 17.11.2025 Date of Tender 11.03.2026

Sl No. Items Requirement Requirement Cl. No. Name of the contractor

Address of the contractor

1 Bid Validity Bids shall remain valid for a period not less than 120 days after the deadline date. A Bid valid for a shorter period shall be rejected by the Employer as non-responsive 120 Days 15.1 Bid validity periods In days

2 Bid Security (D) Unconditional bank guarantee from any scheduled Indian bank issued within the state in the format given (If issued from any bank outside state will be converted to any bank within the state before executing the agreement. 16.1 Amount To be entered (Rs in Lakhs)

Bid Security Amount - (In lacs) 5.7 Bid Security Amount - Rs. 0

3 (i) Legal Status of Bidder. 4.3(a)

(ii) Place of Registration.

(iii) Principal place of Business

(iv) Power of attorney of signatory Bid Attached or Not 4.2(iv)

4 Total value of civil engineering construction work performed in last five years. 1. Annual Financial Turn Over usually not less than 50% the estimated annual payments under the contract (Rs in Lakhs)

2020-21 Escalation Factor=1.469 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.61

2021-22 Escalation Factor=1.360 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.46

2022-23 Escalation Factor=1.259 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.33

2023-24 = 1.166 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.21

2024-25 Escalation Factor=1.08 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.1

5 Work Experience of Similar nature Satisfactory completed atleast one similar work of value not less than 10% of estimated value of contract (Rs in Lakhs) 4.5A( b) Amount To be entered (Rs in Lakhs)

6 Maximum Quantities of work done as prime contractor in any one year during last five years. Items Unit Quantity 4.5A( c)

Cement concrete (including RCC and PCC) cum 0 Value to be entered in unit cum

E/W in both excavation & Embankment Combined cum 15089.4 Value to be entered in unit cum

Non Bituminous Sub Base & Base (G.S.B/W.M.M) cum 2983.5 Value to be entered in unit cum

Bituminous treatment (BM / DBM / SDBC / BC) cum 1713.6 Value to be entered in unit cum.

7 Bidding Capacity: More than the total Bid value of present work = A*N*3-B=Rs. ____.Where A = Maxm. Value of work executed in any one yr during last 5 yrs. N= Nos of years for completion of works. B=Value of existing commitments & ongoing works to be completed in period 4.7

(a) Existing commitments and ongoing works Amount To be entered (Rs in Lakhs)

(b) Work for which Bid already submitted Amount To be entered (Rs in Lakhs)

8 Availability of key items of Contractor's Equipment Type of Equipment/Maximum age No. Required (Up to Rs. 30 Crore) Nos. Max. Age Remarks 4.5(B) (a) Nos./ Max. Age

Motor Grader 1 Life of machine minus two years or 5 years on 11.03.2026 which ever is more.

Front end Loader

Smooth Wheeled Roller 1

Vibratory Roller 1

Fully Computerized Hot Mix Plant with Electronic Controls. 1 (Min. 40-60 TPH Capacity)

Paver Finisher with Electronic Sensor 1 (Mechanical)

Bitumen Sprayer 1

Concrete Mixex with Integral Weigh Batching Facility 1 (Drum Mixer)

9 Key Personnel Personnel/Qualification/Contract Package Size (2 crore to 10 crore) 4.5(B) (b) Name of the Personnel and Experince in years

Project Manager / B.E. Civil + 10 Years Experience (5 years as Manager ) or retired E.E

Site Engineer / B.E. Civil + 07 Years Experience (3 years in Road Construction) or retired A.E 1

Plant Engineer / B.E. Mech / Civil + 05 Years Experience or Diploma in Mechanical + 07 Years Experience or retired J.E. 1

Qulity Supervisor/B.E. Civil + 05 Years Exp. or Dip. Civil + 07 Years Exp.

Soil & Material Engineer/B.E. Civil + 07 Years Exp.

Survey Engineer/B.E. Civil + 03 Years Exp. or Dip. Civil + 05 Years Exp.

Site Supervisor/Fresh Graduate in Civil or Diploma Civil + 03 Years Exp. Or retired I.T.I. Holder 1

10 Evidence of accesses to Financial Resources Evidence of access to or availability of creadit facilities (10% of estimated cost), certified by bankers. 4.2(i) Amount To be entered (Rs in Lakhs)

11 Proposed methodology and programme of construction. Justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones. (Attached or not) 4.3(l)

12 Litigation History Information regarding any litigation, current or during the last five years, in which the Bidder is involved, the parties concerned, and disputed amount. (Attached or not) 4.3(j)

13 Affidavit Regarding statements made in the required attachments are true and correct.

14 Undertaking Able to invest a minimum of cost upto 25% of contract value of work. During implementation of contract. 4.2(ii)

15 Time of Completion To be entered in months

16 Registration No.

17 I.T. & GST Registration & Certificate

18 NOC for Debar (If required)

19 Character Certificate of Contractor

20 License of Energy

Executive Engineer RCD, Road Division, Supaul

Bill of Quantity

Name of Work :- Widening and Strengthening for Lohiya Nagar chowk to Mela ground from (km 0.00 to 1.00) for the year 2025-26 under Road Division, Supaul.

1 B.O.Q. Amount 28482071.00

2 Cost of B.O.Q. 10000.00

3 Bid processing fee for BELTRON 3540.00

4 Earnest Money 570000.00

5 Time of Completion 03 Months

CONSTRUCTION WORK

Sl. No SOR No Item of work Quantity Unit Rate Amount (Rs.)

1 2.3(ii) A 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 unserviceable 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. 0.50 Hct 194895.80 97448.00

2 2.14 Removal of telephone/ Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department , disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately 41.00 each 281.40 11537.00

3 3.15(i) Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all the lifts and leads upto 1000 metres.By Mechanaical Means using Motor Grader 3750.00 sqm 8.20 30750.00

4 3.01 Exacavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres. 1462.50 cum 343.20 501930.00

5 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 300-2 877.50 cum 94.90 83275.00

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. 5204.70 cum 212.90 1108081.00

7 4.01(B)(i) Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. 663.00 cum 3171.95 2103003.00

8 4.14 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 828.75 cum 3423.07 2836869.00

9 5.01 A (i) Providing and applying primer coat with cutback MC 30 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. 3315.00 sqm 51.39 170358.00

10 5.02 (i) 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. 14280.00 sqm 15.36 219341.00

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 @4.5 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. 571.20 cum 13236.05 7560432.00

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 @5.4 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 285.60 cum 14920.84 4261392.00

13 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. 357.00 sqm 684.80 244474.00

14 8.06 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).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 67:2012 & proof of the same report shall be uploaded while quoting tendor. 7 years warranty shall be provided for retro reflection sheeting Type-IV & 10 years warranty shall be provided for retro reflective sheeting Type-XI as per Clause 6.9 of IRC 67:2012. At the end of warranty period, the sheeting shall retain atleast 80% of its retro reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance. ` 4.32 sqm 15525.10 67068.00

15 8.35 Supplying fixing of raised pavement marker with made of aluminium alloy or plastic body moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High Impact Polystyrene) or Acrylonitrite Butadiene Styrene (ABS) or any other suitable material approved by the Engineer. The marker shall support a load of 13,635 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 retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retroreflecting surface shall not be less than 13.00 sq.cm the marker height shall not be less than 10 mm and shall not exceed 20 mm & width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm, all road studs shall be legibly marked with the name,trade or other means of identification of the manufacturer, epoxy installations, excess adhesive around the 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 retroreflectance of the reflecting panel, to the Engineer.In addition, a two year warranty for satifactory infield performance of the finished road marker shall also given by the contractor who carrier out the work of fixing of reflective road marker. In Case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. 386.00 Nos 300.30 115916.00

16 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.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 67:2012 & proof of the same report shall be uploaded while quoting tendor. The retro reflective sheeting shall be covered under 7 years warranty to be provided from the original sheeting manufacturer, as per Clause 6.9 of IRC 67:2012. At the end of 7 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.

(X) 80 cm x 60 cm rectangular 4.00 Nos 7981.50 31926.00

(XII) 60 cm x 45 cm rectangular 9.00 Nos 5600.80 50407.00

(IV) 60 cm equilateral triangle 6.00 Nos 4308.40 25850.00

(XV) 90 cm high octagon 5.00 Nos 10146.90 50735.00

17 8.14 Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.

(i) Hectometer stones 4.00 Nos 805.88 3224.00

(iii) Ordinary kilometer stone (precast) 2.00 Nos 2905.92 5812.00

SUB-TOTAL :- 19579828.00

Labour cess 1% on Sub total :- 195798.00

Seigniorage Fee :- 212461.00

SUB-TOTAL :- 19988087.00

GST 18% on Sub total :- 3597856.00

Total Cost of Civil Work (A) :- 23585943.00

Utility Shifting

Erection of HT Line

22 Back Clamp for Top bracket & V Cross arm 28 Nos 68.82 1927.00 59.33 68.8228 1661.24

25 MS Angle Cross Bracing 3 Nos 2455.49 7366.00 2116.8 2455.488 6350.4

26 Back Clamp for Cross Bracing 2X2 12 Set 89.47 1074.00 77.13 89.4708 925.56

30 11 KV Disc insulator with hardware fittings 18 Set 601.34 10824.00 518.4 601.344 9331.2

31 11 KV Pin Insulator with GI Pin 51 Set 159.11 8114.00 137.16 159.1056 6995.16

34 Back Clamp for Angel Bracket 20 Nos 68.82 1376.00 59.33 68.8228 1186.6

35 Support Clamp for Angle Bracket 20 Nos 92.80 1856.00 80 92.8 1600

36 Gi Wire No. 8 for Guard wire 436 Kg. 235.48 102669.00 203 235.48 88508

38 MS Nut and bot all sizes 170 Kg. 133.40 22678.00 115 133.4 19550

46 Aluminium Paint 40 Ltr. 522.00 20880.00 450 522 18000

Erection of LT Line 0 1924093.288

48 Stay with Plate 5 Set 2088.00 10440.00 1800 2088

49 Stay set with wire 5 Set 1334.00 6670.00 1150 1334

53 Suspention Clamps 31 Nos. 347.15 10762.00 299.27 347.1532

55 Insulation Piercing Connector 124 Nos. 95.26 11812.00 82.12 95.2592

57 Distrubution Box for LT Connection 31 Nos. 1313.44 40717.00 1132.28 1313.4448

Erection of D.S.S Line 0

59 11KV line Tapping channel 3 Set 2453.49 7360.00 2115.08 2453.4928

60 Transformer Base & Top Channel 6 Set 3872.54 23235.00 3338.4 3872.544

61 AB switch base channel 6 Set 3872.54 23235.00 3338.4 3872.544

62 HG fuse base channel 6 Set 3614.42 21687.00 3115.88 3614.4208

63 Support clamp for channel 6 Pairs 148.48 891.00 128 148.48

64 Stay with Plate 18 Set 2088.00 37584.00 1800 2088

65 Stay set with Wire 18 Set 1334.00 24012.00 1150 1334

66 Stay Clamp 36 Pairs 98.60 3550.00 85 98.6

68 11 KV Disc insulator with hardware fittings 12 Set 601.34 7216.00 518.4 601.344

69 11 KV Pin Insulator with GI Pin 12 Set 159.11 1909.00 137.16 159.1056

72 Transformer Base & clamping with tie 6 Nos. 2034.55 12207.00 1753.92 2034.5472

73 clamp for belting 12 Pairs 148.48 1782.00 128 148.48

75 11 kv lighting Arrester 3 Set 1277.35 3832.00 1101.16 1277.3456

78 Distrubution Box for Transformer 3 Nos. 60320.00 180960.00 52000 60320

79 MS nuts and bolt all sizes 60 Kg. 133.40 8004.00 115 133.4

83 Danger Board 6 Nos 90.48 543.00 78 90.48

84 Barbed Wire 6 Nos 90.48 543.00 78 90.48

85 Redoxide Paint 12 Ltr. 348.00 4176.00 300 348

86 Aluminium Paint 12 Ltr. 522.00 6264.00 450 522

Dismantling of 11 KV, DSS and LT Line

87 Rail pol/H beam/RSJ of different Size 3 Nos. 4163.68 12491.00 52046 4163.68

88 PSC Pole 200kg/400kg (considered brocket) 31 Nos. 195.52 6061.00 2444 195.52

93 33 KV Pin Insulator(considered brocken) 0 Nos 10.08 0.00 126 10.08

94 11 KV Pin Insulator(considered brocken) 72 Nos 11.87 855.00 148.39 11.8712

95 Mixed Conductor 2.1 Km 4000.00 8400.00 50000 4000

99 HG Fues set Channel 3.00 Set 249.04 747.00 3113 249.04

100 Transformer Base & AB Base 3.00 Set 267.04 801.00 3338 267.04

104 11 KV disc Insulator With H/W 12.00 Set 35.84 430.00 448 35.84

SUB-TOTAL :- 4847651.00

Labour cess 1% on Sub total :- 48477.00

Total Cost of Utility Shifting Work (B) :- 4896128.00

Total Cost (A+B) :- 28482071.00

1 Threshold limit :- Upper limit & Lower limit. There is no ceiling/limit for going below the BOQ rate for percentage rate tenders as per departmental letter No. -4439(E)We. Dt.-17.07.2023 has additional performance Guarantee need as per direction.

2 Name of the Contractor :-

3 Address of the Contractor :-

4 I/we offer in Figures in words………………… % (Percentage) High / Less/BOQ rate as mentioned in the Bill of quantity. IN FIG.

Executive Engineer, Road Division, Supaul

Note:-The format/content of the documents shall not be modified. If modified bidder/contractors are laible for disqualification.

Detail Estimate of Widening and Strengthning work of Kishanganj - Dinajpur Road from km 0 to 3.20 for the year 2020 -21

Si no. Item of work Quantity Unit Rate Cost of material

1 3.16 ii Construction of embankment 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. Rolling with vibratory rollar 22390.63 M3 34.81 779418.00

2 4.2 i GSB Construction of granular sub-base (Gr.1) by providing coarse graded material of Pakur range, 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. all complete as per specification and direction of E/I. 4104.00 M3 608.46 2497120.00

3 4.12 WMM Providing, laying, spreading and compacting graded stone aggregates of Pakur range to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mix materials by tipper to site, laying in uniform layer with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per specification and direction of E/I. 3600.00 M3 611.91 2202876.00

4 5.6(ii)A - MORTH Spec.- 507 DGBM Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with mechanical 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. 507 complete in all respects..Bitumen used VG 30 for GradingII (19 mm nominal size) 1920.00 M3 683.29 1311917.00

5 5.8(ii) - MORTH Spec.- 509, BC 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 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with mechanical 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. Bitumen used VG30 for Grading-II (10 mm nominal size) 960.00 M3 690.93 663293.00

6 8.4 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. 34.00 each 68.34 2324.00

7 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 with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 10.80 M2 91.12 984.00

8 8.14 ii Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (i) 5th kilometer stone (precast) 1.00 each 223.04 223.00

9 8.14 ii Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (ii) Ordinary kilometer stone (precast) 3.00 each 153.35 460.00

10 12.8 A Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (Pakur stone chips and Jagdispur sand). PCC Grade M15 120.00 M3 569.47 68336.00

10 12.8 C Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (Pakur stone chips and Jagdispur sand). RCC Grade M20 510.00 M3 646.53 329730.00

Total 7856681.00

Signourage Charge = 10% of cost of material 785668.00

Bill of Quantity

Name of Work :- Renovation work of Indo-Nepal Border Road Saraigarh (Gardhiya chowk) to Refugee colony in Km 32.65 to 46.035 (Total Length-13.385 Km) for the year 2025-26 under Road Division, Supaul.

1 B.O.Q. Amount

2 Cost of B.O.Q. Rs 10000.00

3 Bid processing fee for BELTRON Rs 5900.00

4 Earnest Money Rs. 3160000.00

5 Time of Completion 09 months

CONSTRUCTION WORK

Sl. No SOR No Item of work Quantity Unit Rate Amount (Rs.)

1 3.16 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 o 2.89 hct 194855.70 563133.00

2 2.05(II)A Dismantling of flexible pavements and disposal of dismantled materials upto a leadof 1000 metres, stacking serviceable and unserviceable materials separately ,By Mechanical means,Bituminous courses 721.88 Cum 511.50 369242.00

3 2.04(i)(I)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,Lime/ Cement concrete,By Manual means,Cement concrete Grade M-15 & M-20 466.00 cum 733.30 341718.00

4 2.04(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,Dismantling Brick/ tile work,In cement mortar 80.40 Cum 493.00 39637.00

5 2.04(ix)C Removing all type of Hume pipes and stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works.Above 900 mm 20.00 mt 1740.40 34808.00

6 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.Ordinary Soil,Mechanical Means (Depth upto 3 m) 4765.63 cum 102.40 488001.00

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 300-2. 4673.13 Cum 94.80 443013.00

8 3.18 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. 12079.35 Cum 215.30 2600684.00

9 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 15393.985 Cum 212.80 3275840.00

10 4.01B(i) Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desire 6338.715 Cum 3171.62 20103995.00

11 4.14 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 pave 8982.81 Cum 3422.64 30744925.00

12 5.01(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. 35931.25 sqm 43.97 1579897.00

13 5.02(i) 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. 71863.00 sqm 14.26 1024766.00

14 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 @4.5 percent by weight of total mix and filler, transporting the hot mix to work site l 2871.05 cum 13134.78 37710610.00

15 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 @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hyd 1434.945 cum 14796.60 21232307.00

16 8.13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2 1410.50 sqm 684.70 965769.00

17 8.06 Direction and Place Identification Signs with size more than 0.9 sqm size Board.(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 alumini 5.76 sqm 15191.30 87502.00

18 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 materi

(x) 80 x 60 cm Rectangular 82.00 each 7950.70 651957.00

(ii) 90 cm equilateral triangle 44.00 each 6488.20 285481.00

(viii) 60 cm circular 12.00 each 5717.33 68608.00

(xii) 60 cm x 45 cm rectangular 24.00 each 5569.90 133678.00

19 8.35 Supplying of Solar Raised Pavement Markers (Solar/Road Stud) 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 aload of 20000 kg tested in accordence to ASTM D 4280. the marker should be resistent to dust and wateer ingress according to IP 65 standerds and should withstand temperatures in the range of 0 C to 70 C. colour of lightingcould be provided in red or yellow (amber) as per requirement and typical frequency of blinking in 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhace the lif of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shsll not be less than 10mm x 100mm x 100mm. Also the surface diameter of the marker should not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kg. 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. 1975.00 each 299.90 592303.00

20 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. 54.00 each 794.60 42908.00

21 8.23(A) Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm s 200.00 rm 3472.30 694460.00

22 15.01 I A (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 back filling with approved material. 2778.186 cum 119.80 332827.00

23 15.11 A Case- II Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 with approved quality of graded coarse aggregate from Pakur and approved quality of Jagdispur sand, tools and plants, vibrating, mixing, placing in position and curing, royalty and taxes excluding cost of form works as well as reinforcement, complete job as per design, drawing, specification and direction of E/I. 515.88 cum 6457.15 3331115.00

24 15.11 C Case-II Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M20 with approved quality of graded coarse aggregate from Pakur and approved quality of Jagdispur sand, tools and plants, vibrating, mixing, placing in position and curing, royalty and taxes excluding cost of form works as well as reinforcement, complete job as per design, drawing, specification and direction of E/I. 484.58 cum 6959.38 3372376.00

25 15.03 Sand Filling in Foundation Trenches as per Drawing and Technical Specification 468.10 Cum 423.35 198170.00

26 15.13 Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications 33.82610 mt 69571.57 2353335.00

27 8.07(A) 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). 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 67:2012 & proof of the same report shall be uploaded while quoting tendor. 7 years warranty shall be provided for retro reflection sheeting Type-IV & 10 years warranty shall be provided for retro reflective sheeting Type-XI as per Clause 6.9 of IRC 67:2012. At the end of warranty period, the sheeting shall retain atleast 80% of its retro reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance,Truss and Vertical Support 10.45280 mt 84937.10 887831.00

28 8.07(B) 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). 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 67:2012 & proof of the same report shall be uploaded while quoting tendor. 7 years warranty shall be provided for retro reflection sheeting Type-IV & 10 years warranty shall be provided for retro reflective sheeting Type-XI as per Clause 6.9 of IRC 67:2012. At the end of warranty period, the sheeting shall retain atleast 80% of its retro reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance,Aluminium Alloy Plate for Over Head Sign 132.00 sqm 15100.10 1993213.00

29 8.09 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) 139.828 sqm 90.30 12626.00

30 8.03(i) Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade, Matras commas and the like not to be measured and paid for Half letter shall be counted as half 10240.00 per cm hight per letter 1.30 13312.00

31 15.22(B) case-II Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications.PCC Grade M20,PCC Grade M20 using batching plant,transit mixer & manual placin 746.63 Cum 6962.18 5198172.00

32 15.18 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical specifications. 46.906 Cum 12268.90 575485.00

33 15.16 Reinforced cement concrete approach slab including reinforcement and formwork complete as per Drawing and Technical specifications 126.00 Cum 10453.47 1317137.00

34 15.17 Drainage spouts complete as per Drawing and Technical Specifications. 14.00 each 979.37 13711.00

35 14.7 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, 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 114.76 rm 1880.20 215772.00

36 16.08A Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding. 44.40 Cum 6933.50 307847.00

37 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. 367.60 Cum 3217.65 1182808.00

38 15.24 Providing and laying of Filter media with granular materials/stone 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 s 120.864 cum 3113.35 376292.00

39 15.14 Providing weep holes in Brick masonary/ 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 face. Complete as per drawing and Technical 606.00 each 142.38 86282.00

40 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. 126.238 sqm 119.61 15099.00

41 15.22 (ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. 120.00 rm 466.31 55957.00

42 15.23(B) Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specifications.Sandy material 261.312 Cum 890.32 232651.00

43 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 . 125.00 rm 8766.44 1095805.00

44 8.14 Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc

(iii) Hectometer stone (precast) 14.00 each 694.70 9726.00

(ii) Ordinary kilometer stone (precast) 3.00 each 2285.60 6857.00

(i) 5th kilometer stone (precast) 2.00 each 3999.50 7999.00

45 12.01(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.Mechanical Means,Depth upto 3 m 4200.00 Cum 119.80 503160.00

46 12.08(A) case II Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.PCC Grade M15,PCC Grade M15 using batching plant & manual placin 400.00 cum 6217.56 2487024.00

47 12.08(C) case-II Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.RCC Grade M20,RCC Grade M20 using batching plant, transit mixer & manual placin 1980.00 Cum 7115.57 14088829.00

48 12.42 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications 132.00 mt 69571.57 9183447.00

49 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 800.00 each 142.38 113904.00

SUB-TOTAL - A :- 173644011.00

Labour cess 1% on Sub total A :- 1736440.00

Seigniorage Fee :- 3078136.00

SUB-TOTAL - B :- 178458587.00

GST 18% on Sub total B :- 32122546.00

Total (Civil Work)(C) :- 210581133.00

Utility Shifting

Erection of HT Line

51 Rail Pole top DP channel 4.00 Nos 2741.49 10966.00 2363.35

52 11 kv rail pole DP belting angles 4.00 Nos 976.82 3907.00 842.09

53 11 kv rail pole DP cross bracing angles 4.00 Nos 1153.21 4613.00 994.15

54 DP fisth plate 4.00 Nos 72.24 289.00 62.28

55 ACSR Rabbit Conductor 5.50 Km 68899.07 378945.00 59395.75

56 Support clamp 43.00 pair 163.32 7023.00 140.79

57 Belting angle Cclamp A 8.00 Nos 163.15 1305.00 140.65

58 Belting angle clamp B 8.00 Nos 179.44 1436.00 154.69

59 11 kv disc inculator with fitting 24.00 set 519.68 12472.00 448.00

60 11 kv pin insulator 129.00 Nos 136.88 17658.00 118.00

69 Stone Base plate 51.00 Nos 421.08 21475.00 363.00

70 Danger Board 20.00 Nos 78.88 1578.00 68.00

Erection of DSS

73 100 kva Distribution transformer 2.00 Nos 226672.55 453345.00 195407.37

74 11 kv hag fuse base Channer 2.00 Nos 1755.01 3510.00 1512.94

75 11 kv A.B. switch base channer 2.00 Nos 2436.87 4874.00 2100.75

76 11 kv Transformer base channel 2.00 Nos 2436.87 4874.00 2100.75

77 11 kv Transformer top channel 2.00 Nos 2436.87 4874.00 2100.75

80 11 kv lightening arrestor 6.00 Nos 1213.86 7283.00 1046.43

81 Transformer belting angle 2.00 Nos 1147.07 2294.00 988.85

83 11 kv tapping channel 2.00 Nos 845.00 1690.00 728.45

84 Support clamp of DSS 16.00 pair 163.32 2613.00 140.79

85 Danger Board 2.00 Nos 78.88 158.00 68.00

87 Stone Base plate 2.00 Nos 421.08 842.00 363.00

90 G.I Earthing pipe 6.00 Nos 3469.41 20816.00 2990.87

92 Distribution Box with MCV 6.00 Nos 11399.32 68396.00 9827.00

Erection of LT Line

95 LT 1C*16 sq mm all conductor for connection for SMDB box 108.00 mtr. 151.72 16386.00 130.79

96 Three phase SMDB box 13.00 Nos 3427.17 44553.00 2954.46

97 Suspension Clamp 27.00 Nos 405.78 10956.00 349.81

98 1 Hook/clamp for suspension clamp 27.00 Nos 405.78 10956.00 349.81

100 PRC connector 52.00 Nos 469.70 24424.00 404.91

Dismantaling of 11 KV HT Line

104 11 KVV cross Arm/Braket 34.00 Nos 63.74 2167.00 796.81

105 11 KVV Top Bracket/'F' Clamp 34.00 Nos 21.47 730.00 268.41

106 Camp for top bracket & V Cross arm 34.00 Nos 6.28 214.00 78.48

107 11 KV pin insulator with GI pin with nut & bolt 102.00 set 9.50 969.00 118.80

108 ACSR Rabbit conductor 4.50 km 4751.66 21382.00 59395.72

Dismantalling of LT Line & DSS

110 11 KV Disc insulator with Fittings 6.00 set 35.86 215.00 448.20

111 Dis. Transformer 100 KVA 1.00 Nos 15632.59 15633.00 195407.37

112 Dis. Transformer 63 KVA 1.00 Nos 12606.42 12606.00 157580.26

113 Transformer Bae Channel 2.00 set 336.12 672.00 4201.50

114 Stay Clamp for Transformer Base Channel 2.00 Nos 9.06 18.00 113.25

115 Clamp for Top Base Channel 2.00 Nos 14.29 29.00 178.66

SUB-TOTAL -D 5327566.00

Labour cess 1% on Erection & dismentling of Utility Shifting 63840.00

Total (Electric Work):- 5391406.00

Total Amount (Civil Work+Electrical Work) :- 215972539.00

1 Threshold limit :- Upper limit & Lower limit –31. 31. There is no ceiling/limit for going below the BOQ rate for percentage rate tenders as per departmental letter No-4439(E)We. Dt.-17.07.2023 has additional performance Guarantee need as per direction.

2 Name of the Contractor :-

3 Address of the Contractor :-

4 I/we offer in Figures in words………………… % (Percentage) High / Less/BOQ rate as mentioned in the Bill of quantity. IN FIG.

Executive Engineer, Road Division,Supaul

Note:-The format/content of the documents shall not be modified. If modified bidder/contractors are laible for disqualification.