Widening and Strengthening work of Tharbitiya Railway Station to Ganpatganj via Singhawan & Shripur Road from 0+00 to 19+253 (Total Length-19.253 km) for the year 2025-26.

Technical Sheet

Name of Work Widening and Strengthening work of Tharbitiya Railway Station to Ganpatganj via Singhawan & Shripur Road from 0+00 to 19+253 (Total Length-19.253 km) for the year 2025-26 Cost of Work as per BOQ. (In lacs) 0.20799 Time of Completion in month 17 (Seventeen) Month ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Sactioned Amount (A.A/TS) 6144.40 lacs/ 6486.95 lacs Date of Sanction (A.A/TS) 517(S) dt. 22.01.2026 / 64 (WE) dt. -19.02.2026 Date of Tender 28.02.2026

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) "R13."\ #,##0.00;[Re13]"R13."\ \-#,##0.00 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 Escalation Factor = 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 3149.45 Value to be entered in unit cum

E/W in both excavation & Embankment Combined cum 49306.48 Value to be entered in unit cum

Non Bituminous Sub Base & Base (G.S.B/W.M.M) cum 15453.64 Value to be entered in unit cum

Bituminous treatment (BM / DBM / SDBC / BC) cum 4047.4

RCC Pile work 1200 dia m 328 m Pile Depth/109 m Well Depth

Length of Bridge m 19 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 (Above Rs. 50 Crore) Nos. Max. Age Remarks 4.5(B) (a) Nos./ Max. Age

Motor Grader 5 Life of machine minus two years or 5 years on 28.02.2026 which ever is more.

Front end Loader 3

Smooth Wheeled Roller 3

Vibratory Roller 2

Fully Computerized Hot Mix Plant with Electronic Controls. 2

Paver Finisher with Electronic Sensor 2

Bitumen Sprayer 2

Tandem Roller 2

Concrete Mixex with Integral Weigh Batching Facility 1

Concrete Batching and Mixing Plant (Minimum Capacity – 15m3/hour) 1

TOTAL = 29 Nos.

9 Key Personnel Personnel/Qualification/Contract Package Size (Above Rs. 50 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 1

Site Engineer / B.E. Civil + 07 Years Experience (3 years in Road Construction) or retired A.E 4

Plant Engineer / B.E. Mech / Civil + 05 Years Experience or Diploma in Mechanical + 07 Years Experience or retired J.E. 2

Qulity Supervisor/B.E. Civil + 05 Years Exp. or Dip. Civil + 07 Years Exp. 2

Soil & Material Engineer/B.E. Civil + 07 Years Exp. 2

Survey Engineer/B.E. Civil + 03 Years Exp. or Dip. Civil + 05 Years Exp. 2

Site Supervisor/Fresh Graduate in Civil or Diploma Civil + 03 Years Exp. Or retired I.T.I. Holder 4

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 17 months 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 work of Tharbitiya Railway Station to Ganpatganj via Singhawan & Shripur Road from 0+00 to 19+253 (Total Length-19.253 km) for the year 2025-26

1 B.O.Q. Amount Rs. 632794697.00

2 Cost of B.O.Q. Rs. 10000.00

3 Bid processing fee for BELTRON Rs. 5900.00

4 Earnest Money Rs. 7365000.00 7364640.42

5 Time of Completion 17 Months

CONSTRUCTION WORK

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

1 2.03(i)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 serviceable 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.By Manual means 10.036 hec 186726.70 1873989.00

2 2.4(i)(II)B Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, 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 all lifts and lead of 1000 metre Lime/ Cement concretBy Mechanical means Prestressed/ Reinforced cement concrete grade M-20 & above 155.040 Cum 1850.90 286964.00

3 2.4(ii) B Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, 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 all lifts and lead of 1000 metres Dismantling Brick/ tile work In cement mortar 390.000 Cum 505.00 196950.00

4 3.13 (i)A Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. 23801.510 Cum 102.90 2449175.00

5 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 86631.629 Cum 212.90 18443874.00

6 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. 23801.510 Cum 61.90 1473313.00

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 desire (70 % re - used ) 20023.826 Cum 3444.43 68970667.00

8 4.14(B) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification includingpremixingthe Materialwithwater at OMCin mechanical mix plant carriage of mixed Material by tipperto site, layingin uniformlayers withpaver in subbase / base course on well prepared surface and compactingwithvibratoryrollerto achieve the desired density. 23761.493 Cum 3708.25 88113556.00

9 5.01(A)(ii) Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. 95347.845 sqm 50.78 4841764.00

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. 96857.220 sqm 15.24 1476104.00

11 5.02(ii) Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 93838.470 sqm 18.68 1752903.00

12 5.13 B (i) Gr I Recycling pavement by cold milling of existing bituminious layer planning the surface after cold milling, reclaming excaveted material to the extwent of 30 percent of the required quantity, hauling and stock piling the reclamined material near the central recycling plant after carrying out necessary cheeks and evaluation , adding fresh material including rejuvenators as required, mixing in a hot mix plant transporting and laying at site and compacting to the required the grade, leveland the thickness all as specified in clause 519 7582.547 Cum 10953.71 83057021.00

13 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 3885.070 Cum 15310.77 59483413.00

14 6.01 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. 1015.818 Cum 5198.86 5281096.00

15 6.02 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing 3623.499 Cum 8174.86 29621597.00

16 8.03 (i) Printing New Letter and Figures of any Shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade)Hindi ( Matras commas and the like not to be measured and paid for Half letter shall be counted as half ) 10000.000 per cm height per letter 1.40 14000.00

17 8.03(ii) Printing New Letter and Figures of any Shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade)English and Roman (Hyphens and the like not to be measured and paid for) 10000.000 per cm height per letter 0.80 8000.00

18 8.04 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type XI retro reflective sheeting fixed over 2mm thick aluminum sheeting vide clause 801.3, 3/4mm thick Aluminum 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 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 tender. The retro reflective sheeting shall be covered under 10 years warranty to be provided from the original sheeting manufacturer, as per Clause 6.9 of IRC 67:2012. At the end of 10 years, the sheeting shall retain at least 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.

19 8.04(ii) 90 cm equilateral triangle 33.000 Each 6807.27 224640.00

21 8.04(x) 80 cm x 60 cm rectangular 22.000 Each 8269.77 181935.00

22 8.04(xv) 90 cm high octagon 23.000 Each 10435.07 240007.00

23 8.05 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 Aluminum composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 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 tender. 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 at least 80% of its retro reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance 31.920 sqm 14851.67 474065.00

24 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 aluminum sheeting, 2 mm thick or Aluminum 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. ` 57.000 sqm 15793.65 900238.00

25 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 6230.400 sqm 684.80 4266578.00

26 8.14 Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc

27 8.14(i) 5th kilometer stone (precast) 5.000 Each 4962.48 24812.00

28 8.14(ii) Ordinary kilometer stone (precast) 15.000 Each 2944.72 44171.00

29 8.14(iii) Hectometer stone (precast) 76.000 Each 814.21 61880.00

30 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 576.000 Each 1071.77 617340.00

31 8.35 B Supplying and fixing of raised pavement marker with made of aluminum 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 retro- reflecting 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 retro-reflectance 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. 10701.000 Each 300.30 3213510.00

32 8.07 (Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminum 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 aluminum 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 tender. 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 at least 80% of its retro reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance.

33 8.07(A) Truss and Vertical Support 6.540 mt 85133.80 556775.00

34 8.07(B) Aluminium Alloy Plate for Over Head Sig 57.600 sqm 15109.00 870278.00

35 8.09 (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 120.734 sqm 91.90 11095.00

36 9.01(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 backfilling with approved material. Ordinary soil Manual Means Depth upto 3 m 37.294 cum 192.20 7168.00

37 9.06(A)CaseI Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .PCC Grade M15 PCC Grade M15 using batching plant , transit mixer & Concrete pump 1.492 cum 7085.56 10572.00

38 9.06 (C) case I Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .RCC Grade M20 RCC Grade M20 using batching plant , transit mixer & Concrete pump 8.784 cum 7639.35 67104.00

39 9.07 Supplying ,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications 0.702 mt 67977.00 47720.00

40 15.01 I B (i) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. 4542.246 Cum 205.90 935248.00

41 15.11 A Case1 Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications.PCC Grade M15 924.312 Cum 7427.16 6865013.00

42 15.11 B Case-I 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 & concrete pump 246.830 Cum 7999.75 1974578.00

43 15.12 A Plain/Reinforced cement concrete for wall & slab etc. complete as per Drawing and Technical specifications RCC Grade M20 using batching plant, transit mixer & concrete pump 369.000 Cum 8395.76 3098035.00

44 15.13 Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications 117.230 Mt 73170.40 8577766.00

45 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 specifications 508.000 Each 154.00 78232.00

46 15.23 (B) Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specifications.Sandy material 684.275 Cum 957.61 655269.00

47 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 size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. 230.785 Cum 3580.94 826427.00

48 15.18 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical specifications. 83.264 cum 13268.16 1104760.00

49 14.07 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. 200.880 rm 2033.00 408389.00

50 15.17 Drainage spouts complete as per Drawing and Technical Specifications. 26.000 Each 1058.30 27516.00

51 15.16 Reinforced cement concrete approach slab including reinforcement and formwork complete as per Drawing and Technical specifications. 151.200 cum 11630.76 1758571.00

52 15.22(ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. 144.000 cum 500.20 72029.00

53 15.25 Painting two coats after filling the surface with synthetic enamel paint bridge No. and span arrangements as per as directed by Engineer. 1085.794 sqm 223.90 243109.00

54 16.11 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 659.325 Cum 3701.80 2440689.00

55 16.08 (A) Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding.Rubble stone laid in cement mortar 1:3 100.080 Cum 7401.43 740735.00

56 15.12 (C) Plain/Reinforced cement concrete for wall & slab etc. complete as per Drawing and Technical specifications.RCC Grade M30 using batching plant, transit mixer & concrete pump 1009.218 Cum 9043.56 9126924.00

57 12.01(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 backfilling with approved material. 887.500 Cum 205.90 182736.00

58 12.09(A) Providing and constructing temporary island 24m diameter for construction of Well foundation for 8m dia. Well.Assuming depth of water 1.0 m and height of island to be 1.25m including Royalty for earth @ ₹ 18661.1 for each island. 2.000 m 92486.80 184974.00

59 12.09(C) Assuming span length 30m, width of service road 10m and depth of water 1m including Royalty for earth @ ₹495.00 per m length of span 55.800 mr 4468.70 249353.00

60 12.22 Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing. 11.362 mt 103569.00 1176751.00

61 12.42 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. 157.297 mt 73170.40 11509484.00

62 12.23 Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. 928.000 m 15934.40 14787123.00

63 12.41 Case I Providing and laying of PCC M15 levelling course 100 mm thick below the pile cap. 35.500 Cum 6657.66 236347.00

64 12.40(C) case-I Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification 611.064 Cum 7894.66 4824143.00

65 13.06 Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications 39.661 mt 73404.40 2911292.00

66 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. 148.000 Each 154.00 22792.00

67 13.5(G) P Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications RCC Grade M30 using batching plant, transit mixer & concrete pump 268.189 Cum 8234.86 2208499.00

68 13.5(H)p Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications RCC Grade M35 using batching plant, transit mixer & concrete pump 11.868 Cum 8388.56 99555.00

69 13.16 Supplying , fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of Mort&H specification complete including all accessories as per drwaing and technical specifications 711040.00 cubic cm 0.96 682598.00

70 13.10 Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drwaing and technical specification. 116.759 cum 3580.94 418107.00

71 13.09 (B) Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications Sandy material 340.547 cum 1551.61 528396.00

72 14.02 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications 66.360 mt 73638.20 4886631.00

73 14.01(C)p Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump. 348.900 cum 8705.46 3037335.00

74 14.09 Drainage Spouts complete as per drawing and Technical specification 18.000 Each 5597.30 100751.00

75 14.21 Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. 50.400 m 13863.30 698710.00

76 14.04 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications 51.339 cum 13246.16 680045.00

77 14.10(i) PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification PCC Grade M15 using batching plant & Concrete pump 11.445 cum 6657.66 76197.00

78 14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification 23.100 cum 11485.36 265312.00

79 14.07 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. 125.600 m 2033.00 255345.00

80 14.16 Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. 395.106 sqm 129.40 51127.00

81 9.4A 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 . 1000 mm dia 52.500 m 8620.33 452567.00

82 16.04A Providing and laying pitiching on slopes laid over prepared filter media including boulder apron laid dry in front of rtoe of embankment complete as per drawing and Technical specification 367.480 cum 3610.30 1326713.00

83 16.02 Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. 304.350 cum 3960.10 1205256.00

84 16.05 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 183.740 cum 3862.04 709611.00

SUB-TOTAL - A :- 472096194.00

85 Labour cess 1% on Sub total A :- 4720962.00

86 Seigniorage Fee :- 6897806.00

SUB-TOTAL - B :- 483714962.00

87 GST 18% on Sub total B :- 87068693.00

Total (Civil Work)(C) :- 570783655.00

Utility Shifting

Erection of H.T 33 KV line

88 Rail Pole 13 m length Nos. 4 59047.01 236188.00 55704.73

89 33 kv pin insulator ith GI pin with nut & bolt set 6 543.78 3263.00 513.00

90 GI pole base plate Nos. 4 1060.00 4240.00 1000.00

91 DP channel (100*50*6mm) for Top set 4 3631.31 14525.00 3425.76

92 ACSR olf conductor km 0.15 171888.69 25783.00 162159.14

93 stay with plate set 4 1908.00 7632.00 1800.00

94 stay set with wire set 4 1219.00 4876.00 1150.00

95 stay clamp pairs 8 120.05 960.00 113.25

96 DP channel support clamp pairs 8 110.24 882.00 104.00

97 MS angle for cross bracing set 4 2920.30 11681.00 2755.00

98 clamp for cross bracing set 16 83.34 1333.00 78.62

99 33 kv disc insulator ith hardware fitting set 12 1380.63 16568.00 1302.48

100 packing piece Nos. 4 371.00 1484.00 350.00

101 guard bracket Nos. 2 2920.30 5841.00 2755.00

102 Back clamp for guard bracket Nos. 4 84.80 339.00 80.00

103 Support clamp for guard bracket Nos. 4 84.80 339.00 80.00

104 Gi wire no. 8 for guard wire kg 100 215.18 21518.00 203.00

106 MS nut and bolt all sizes kg 15 87.98 1320.00 83.00

110 Danger board Nos. 4 82.68 331.00 78.00

111 Barbed wire Nos. 4 82.68 331.00 78.00

112 Redoxide paint ltr 8 318.00 2544.00 300.00

113 Aluminium paint ltr 8 477.00 3816.00 450.00

Erection Work of H.T 11 KV line (Supply)

115 GI pole base plate Nos. 174 2120.00 368880.00 2000.00

118 Back clamp for top bracket & V cross arm Nos. 244 62.89 15345.00 59.33

119 11 kv line DP channel set 26 2241.98 58291.00 2115.08

120 Support clamp pairs 52 275.60 14331.00 260.00

121 MS angle for cross bracing set 52 2243.81 116678.00 2116.80

122 Back clamp for cross bracing 2x2 set 208 81.76 17006.00 77.13

123 stay with plate set 69 1908.00 131652.00 1800.00

124 stay set with wire set 69 1219.00 84111.00 1150.00

126 11 kv disc insulator with hardware fittings set 156 549.50 85722.00 518.40

127 11 kv pin insulator with GI pin set 444 157.29 69837.00 148.39

129 ACSR Rabbit Conductor km 8.82 51645.53 455514.00 48722.20

130 guard bracket Nos. 24 2920.30 70087.00 2755.00

131 Back clamp for angle bracket Nos. 34 62.89 2138.00 59.33

132 Support clamp for angle bracket Nos. 34 84.80 2883.00 80.00

133 Gi wire no. 8 for guard wire kg 872 215.18 187637.00 203.00

135 MS nut and bolt all sizes kg 1478 87.98 130034.00 83.00

140 Danger board Nos. 174 82.68 14386.00 78.00

142 Redoxide paint ltr 348 318.00 110664.00 300.00

143 Aluminium paint ltr 348 477.00 165996.00 450.00

Erection Work for D.S.S. (Supply)

145 11 KV line tapping channel set 26 2241.98 58291.00 2115.08

146 Transformer base and top channel set 26 3538.70 92006.00 3338.40

147 AB switch base channel set 26 3538.70 92006.00 3338.40

148 HG fuse base channel set 26 3302.83 85874.00 3115.88

149 Suuport clamp for channel pairs 52 135.68 7055.00 128.00

150 stay with plate set 156 1908.00 297648.00 1800.00

151 stay set with wire set 156 1219.00 190164.00 1150.00

154 11 kv disc insulator with hardware fittings set 156 549.50 85722.00 518.40

155 11 kv pin insulator with GI pin set 78 145.39 11340.00 137.16

158 Transformer base belting and clamping with tie Nos. 26 1859.16 48338.00 1753.92

159 clamp for cross bracing pairs 52 135.68 7055.00 128.00

161 11 kv lighting arrester set 26 1167.23 30348.00 1101.16

162 Dis. Transformer 200 KVA Nos. 2 302693.60 605387.00 285560.00

163 Dis. Transformer 100 KVA Nos. 9 162666.54 1463999.00 153459.00

164 Dis. Transformer 63 KVA Nos. 12 121202.52 1454430.00 114342.00

165 Dis. Transformer 25 KVA Nos. 3 68166.48 204499.00 64308.00

166 Distribution box for transformer. Nos. 26 55120.00 1433120.00 52000.00

167 1Cx95sqm.mm.cable for 3 phase 100 KVA m 460 392.20 180412.00 370.00

168 MS nut and bolt all sizes kg 138 87.98 12141.00 83.00

172 Danger board Nos. 52 82.68 4299.00 78.00

173 Barbed wire Nos. 52 82.68 4299.00 78.00

174 Redoxide paint ltr 104 318.00 33072.00 300.00

175 Aluminium paint ltr 104 477.00 49608.00 450.00

Erection Work of LT line (Supply)

178 stay with plate set 82 1908.00 156456.00 1800.00

179 stay set with wire set 82 1219.00 99958.00 1150.00

185 Suspention clamps Nos. 545 317.23 172890.00 299.27

186 Dead end clamp Nos. 223 394.16 87898.00 371.85

187 Insulation piercing connector Nos. 2180 87.05 189769.00 82.12

188 MS nut and bolt all sizes kg 300 87.98 26394.00 83.00

190 Distribution box for LT connection Nos. 224 1200.22 268849.00 1132.28

Dismantling work of 33KV,11KV,DSS & LT line

191 Rail Pole /H beam/RSJ of different size Nos. 20 59047.01 1180940.00 55704.73

195 33 KV Top bracket set 2 201.93 404.00 190.50

197 33 KV pin insulator Nos. 6 133.56 801.00 126.00

198 11 KV pin insulator Nos. 501 157.29 78802.00 148.39

199 Mixed conductor km 16 53000.00 848000.00 50000.00

203 HG fuse set channel set 23 3299.78 75895.00 3113.00

204 Transformer base & AB base set 23 3538.28 81380.00 3338.00

206 Dist. Transformer 200 KVA Nos. 1 302693.60 302694.00 285560.00

207 Dist. Transformer 100 KVA Nos. 8 162666.54 1301332.00 153459.00

208 Dist. Transformer 63 KVA Nos. 11 121202.52 1333228.00 114342.00

209 Dist. Transformer 25 KVA Nos. 3 68166.48 204499.00 64308.00

210 11 KV disc insulator with H/W set 69 474.88 32767.00 448.00

Labour cost of Erection work

211 Survey and investigation of 33 KV line Km 0.5 184.50 92.00

212 Survey and investigation of 11 KV line Km 5.88 184.50 1085.00

213 Survey and investigation of LT Line Km 14.8 362.25 5361.00

214 Erection Rail Pole, 13 Mtr Length Nos. 230 5677.45 1305814.00

215 Erection of PSC pole 400 kg Nos. 224 1483.09 332212.00

216 Erection of PSC pole 200 kg Nos. 321 950.44 305091.00

217 Fixing and fitting of 11 KV pin insulator Each 444 21.33 9471.00

218 Fixing and fitting of 11 KV Disc insulator with hardware fitings Each 156 24.17 3771.00

219 11 Kv pin Binding Per Pole 144 16.72 2408.00

220 Fixing and fitting of 11 KV Isolator Each 26 1445.00 37570.00

221 Fixing and Fiting 11 Kv V cross arm Each 122 72.00 8784.00

222 Fixing and fitting of 11 KV Top Bracket Each 122 24.00 2928.00

223 Fixing and Fitting of 33 Kv pin insulator Per Pole 6 28.33 170.00

224 Fixing and Fitting of 33 KV Disc insulator with hardware fitings Per DP 12 434.00 5208.00

225 Fixing and Fitting of Earting Set Each 311 1021.03 317540.00

226 Fixing and Fitting of LT Distribution box on pole Nos. 23 1524.18 35056.00

227 Fixing and Fitting of LT Single Phase Service Wire connection Nos. 1275 196.32 250308.00

228 Fixing and Fiting of Lt Three Phase Service Wire Connection Nos. 9 366.89 3302.00

229 Fixing and Fitting of 11 KV AB Switch Set Set 26 1355.00 35230.00

230 Fixing and Fitting of HG Fuse Set Set 26 333.00 8658.00

231 Fixing and Fitting of LA Set Set 26 188.00 4888.00

232 Fixing and Fitting of Transformer Base Channel, Beiting, Clamping, Top Etc. Set. 52 266.00 13832.00

233 Fixing and Fiting of AB Switch Base Channel Set. 26 266.00 6916.00

234 Fixing and Fitting of HG Fuse Channel Set. 26 266.00 6916.00

235 Fixing and Fitting of LA Channel Set 26 133.00 3458.00

236 Fixing and Fitting of Line DP Channel for 33 KV/11KV Line including Fitting of Support Clamp Per DP 28 266.00 7448.00

237 Jumpering on DP DP 56 87.30 4889.00

238 Erection of Stay set with Excavation of Stay Pit Set 311 1777.69 552862.00

239 Laying and Stringing of LT AB cable (3*120+1C*70+1C*16 Smm/3C*95+1C*70+1C*16 Smm Km 5.6 10909.80 61095.00

240 Laying and Stringing of LT AB Cable (3C*70+1C*50+1C*16 Smm) Km 7.2 7636.00 54979.00

241 Laying and Stringing of LT AB Cable (3C*50+1C*35+1C*16 Smm) Km 2 6364.25 12729.00

242 Fixing and Fitting of Dead End/Suspension Clamps Nos. 768 53.00 40704.00

243 End Termination joint of LT Aereal bunched cable from size 185 to 70 Sqmm Per Phase 52 1200.00 62400.00

244 Fixing and fitting of piercing connector Nos. 2180 30.00 65400.00

245 Layingng & sagging off rabbit conductor ckm 2.85 8438.00 24048.00

246 Laying & sagging off dog conductor ckm 2.85 11162.00 31812.00

247 Laying & sagging off wolf conductor ckm 0.15 26019.05 3903.00

248 Fixing & fitting of 33/11 kv cross bracing set 30 242.00 7260.00

249 Guarding of 33 kv line per km 0.5 75.39 38.00

250 Fixing of 33 kv guard bracket Nos. 2 153.00 306.00

251 Guaring of 11 kv line & LT line per km 0.54 60.76 33.00

252 Fixing of 11 kv guard bracket & LT line Nos. 24 138.00 3312.00

253 Fixing & fitting of dander board Nos. 26 24.00 624.00

254 Fixing & fitting of barbed wire Nos. 26 62.00 1612.00

255 Shifting of transformer from old DP to new DP Nos. 23 874.00 20102.00

256 Provision of connection from 11 KV line to AB switch set 26 87.00 2262.00

257 Provision of connection of AB switch to HG fuses set set 26 87.00 2262.00

258 Provision of connection from HG fuses set to LA set 26 87.00 2262.00

259 Provision of connection from LA to distribution tranformer set 26 87.00 2262.00

260 Provision of connection from distrution transformer to LT bus bar set 26 116.00 3016.00

261 Provision of connection from LT bus bar to LT HG fues set 26 116.00 3016.00

262 Provision of connection from LT HG fues to LT set 26 116.00 3016.00

263 Concreting and top muffing of support with 1:4:8 mixture (including cost of approved quality of stone chips 20 mm to 6mm size graded clean coarse sand of FM 2.5 to 3 grade etc. per 20 cft 230 2123.43 488389.00

Labour cost Dismatlling Work

264 Erection Rail Pole, 13 Mtr Length Nos. 20 567.75 11355.00

265 Erection of PSC pole 400 kg Nos. 378 519.08 196212.00

266 Fixing and fitting of 11 KV pin insulator Each 501 7.47 3742.00

267 Fixing and fitting of 11 KV Disc insulator with hardware fitings Each 69 8.46 584.00

268 11 Kv pin Binding Per Pole 378 5.85 2211.00

269 Fixing and Fiting 11 Kv V cross arm Each 167 25.20 4208.00

270 Fixing and fitting of 11 KV Top Bracket Each 167 8.40 1403.00

271 Fixing and Fitting of 33 KV V Cross Arm Each 2 36.05 72.00

272 Fixing and fiting of 33 KV Top Bracket Each 2 11.90 24.00

273 Fixing and Fitting of 33 Kv pin insulator Per Pole 6 9.92 60.00

274 Fixing and Fitting of 11 KV AB Switch Set Set 23 271.00 6233.00

275 Fixing and Fitting of HG Fuse Set Set 23 66.60 1532.00

276 Fixing and Fitting of Transformer Base Channel, Beiting, Clamping, Top Etc. Set. 23 93.10 2141.00

277 Fixing and Fiting of AB Switch Base Channel Set. 23 93.10 2141.00

278 Fixing and Fitting of HG Fuse Channel Set. 23 93.10 2141.00

279 Laying and Stringing of LT AB cable (3*120+1C*70+1C*16 Smm/3C*95+1C*70+1C*16 Smm Km 11.5 1090.98 12546.00

280 Laying & sagging off dog conductor ckm 5.2 3906.70 20315.00

Erection of 11 KV line

284 Back clamp for V cross arm pairs 57 63.60 3625.00 60.00

285 Packing piece for rail pole Nos. 57 371.00 21147.00 350.00

286 11 kv cross bracing set 10 2243.04 22430.00 2116.08

287 clamp for cross bracing pairs 10 377.36 3774.00 356.00

288 stay set with wire pairs 10 1362.12 13621.00 1285.02

289 stay clamp side pairs 10 110.24 1102.00 104.00

290 stay clamp angle pairs 10 103.88 1039.00 98.00

291 gay insulator Nos. 45 38.16 1717.00 36.00

292 ACSR Rabbit Conductor km 8.4 51645.32 433821.00 48722.00

293 11 kv disc insulator with H/ W fitting set 24 543.78 13051.00 513.00

294 11 kv pin insulator with pin Nos. 276 145.22 40081.00 137.00

298 Gi wire no. 8 for guard wire kg 210 63.60 13356.00 60.00

299 nuts & bolts (all size) kg 420 87.98 36952.00 83.00

300 survey & tree clearance km 5 3180.00 15900.00 3000.00

301 Earthing set set 92 184.44 16968.00 174.00

302 pipe earthing Nos. 0 1931.32 0.00 1822.00

304 Danger board Nos. 92 72.08 6631.00 68.00

Erection of D.S.S. line

306 Top and base channel set 8 4183.52 33468.00 3946.72

307 Channel of H.G fuse & LA set 4 3298.72 13195.00 3112.00

308 Channel support pairs 8 2037.32 16299.00 1922.00

309 Belting angle for DSS set 4 1859.24 7437.00 1754.00

310 Clamp for AB switch channel pairs 8 4203.10 33625.00 3965.19

311 Clamp for base channel pairs 8 940.30 7522.00 887.08

312 Clamp for HG fuse channel Nos. 12 76.32 916.00 72.00

313 Clamp forLT belting Nos. 8 76.32 611.00 72.00

314 Angle for LT dist bus Nos. 8 344.50 2756.00 325.00

315 Dist. Transformer 63 KVA Nos. 4 121202.52 484810.00 114342.00

317 HG fuse set with 11 kv pin insulator set 4 5638.61 22554.00 5319.44

318 ACSR Rabbit Conductor m 0.25 51645.53 12911.00 48722.20

319 Dis. Box with MCBS Nos. 4 16195.74 64783.00 15279.00

320 11 kv lighting arrester set 4 1109.82 4439.00 1047.00

322 Danger board Nos. 4 72.08 288.00 68.00

323 nuts & bolts (all size) kg 5 87.98 440.00 83.00

324 pvc cable single core 95 sqmm m 0.25 343970.00 85993.00 324500.00

326 stone chips cft 80 84.80 6784.00 80.00

Erection of L.T line

330 Suspention clamps Nos. 51 351.92 17948.00 332.00

331 Dead end clamp Nos. 6 5487.62 32926.00 5177.00

332 Piercing connector Nos. 250 63.60 15900.00 60.00

334 LT arial bunched cable 95 sqmm km 2 343970.00 687940.00 324500.00

335 complete stay set set 10 1908.00 19080.00 1800.00

338 nuts & bolts (all size) kg 150 87.98 13197.00 83.00

339 Survey and tree clearances km 2 3180.00 6360.00 3000.00

Dismantling work of 33KV,11KV,DSS & LT line

343 11 kv line DP channel set 4 2241.90 8968.00 2115.00

344 stay set with wire pairs 20 1908.00 38160.00 1800.00

345 11 kv dise insulator with H/W fitting set 13 543.78 7069.00 513.00

346 11 kv pin insulator with pin Nos. 171 137.80 23564.00 130.00

348 Tr.top and base channel set 4 3538.28 14153.00 3338.00

349 Tr.HG fuse base channel set 4 3299.78 13199.00 3113.00

350 Channel support pairs 4 2037.32 8149.00 1922.00

351 Tr. Belting angler for D/S/S set 4 1858.18 7433.00 1753.00

352 Angle for LT dist bus Nos. 8 344.50 2756.00 325.00

353 Dist. Transformer 63 KVA nos 4 121202.52 484810.00 114342.00

354 HG fuse set with 11 kv pin insulator set 4 5406.00 21624.00 5100.00

355 Angle Bracket no 4 351.92 1408.00 332.00

357 ACSR wesel conductor km 8.4 31798.98 267111.00 29999.04

Labour cost of Erection

358 Survey and investigation of HT KV line Km 5 184.50 923.00

359 Survey and investigation of LT Line Km 1.2 365.25 438.00

360 Erection Rail Pole, 13 Mtr Length Nos. 58 5677.45 329292.00

361 Erection of PSC pole 200 kg with concreting Nos. 34 3699.73 125791.00

362 Erection of Transformer 63 KVA nos 4 838.00 3352.00

363 Fitting and fixing of HT bracket and tapping bracket nos 60 96.00 5760.00

364 Fixing and fitting of 11 KV pin insulator Each 171 64.00 10944.00

365 Fixing and fitting of 11 KV Disc insulator Each 48 145.00 6960.00

366 11 Kv pin Binding Per Pole 171 50.18 8581.00

367 Fixing and fitting of 11 KV Isolator Each 4 1445.00 5780.00

368 Fixing and Fiting 11 Kv V cross arm Each 57 96.00 5472.00

369 Fixing and fitting of Top Bracket Each 57 24.00 1368.00

370 Fixing and Fitting of Earting Set Each 12 473.00 5676.00

371 Fixing and Fitting of HG Fuse Set Set 4 266.00 1064.00

372 Fixing and Fitting of Line DP Channel for 33 KV/11KV Line including Fitting of Support Clamp Set 4 266.00 1064.00

373 Jumpering on DP DP 12 87.00 1044.00

374 Laying and Stringing of LT AB Cable (50mm sqmm) Km 1.2 10909.00 13091.00

375 Layingng & sagging off rabbit conductor km 8.4 8438.00 70879.00

376 Fixing & fitting of 33/11 kv cross bracing set 57 242.00 13794.00

377 Laying and sagging of new conductor km 2.8 11162.00 31254.00

Labour cost Dismatlling Work

378 Opening and Dismentaling of PSC pole 200 kg with concretin Nos. 87 332.65 28941.00

379 Dismentling of disc insulator DP 171 145.00 24795.00

380 Opening and dismentling of v cross arm no 57 33.60 1915.00

381 Opening of 11kv pin insulator pole 24 22.40 538.00

382 Opening of HG fuse set set 4 93.10 372.00

383 Dismentaline of Transformer 63 KVA no 4 838.00 3352.00

384 Dismentalineof 11 kv AB switch 200A set 4 271.00 1084.00

385 Dismentaline of LT cable km 1.2 1090.00 1308.00

386 Dismentaline of weasel conductor ckm 2.8 2003.40 5610.00

387 Dismentalineof top and base channel set 4 93.10 372.00

388 Dismentaline of GH fuse base channel set 4 93.10 372.00

Labour cess 1% on Erection & dismentling of Utility Shifting 613971.00

Total (Electric Work):- 62011042.00

Total Amount (Civil Work+Electrical Work) :- 632794697.00

1 Threshold limit :- Upper limit & Lower limit –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.

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

Widening and Strengthening work of Tharbitiya Railway Station to Ganpatganj via Singhawan & Shripur Road from 0+00 to 19+253 (Total Length-19.253 km) for the year 2025-26

Analysis of Finish Rate as per SOR-2025 (Revision- 01/04/2025, 29/04/2025 ,26/06/25 & 31/10/2025)

Cutting of trees stacking of serviceble material with all lifts and up to a lead of 1000 metres.

Clearing and Grubbing Road Land :

2.3 (i) A SOR Rate Finish rate per hectare. = 186,726.70

Dismantling of Structures :

Prestressed / Reinforced cement concrete grade M-20 & Above

2.4 c SOR Rate Finish rate per m3 = 1,850.90

Earth work in Excavation (Box Cutting) of foundation, Mechanical Means:

3.13 (i) B SOR Rate Finish rate per m3 = 102.90

Scarifying the Existing Bituminous Surface to a depth of 50mm

3.15 SOR Rate Finish rate per m3 = 8.20

Construction of Embankment with approved material obtained from Borrow pits :

3.16 SOR Rate Finish rate per m3 = 212.90

Construction of Embankment with approved materials deposited at site from roadway cutting:

3.17 SOR Rate without Royalty Finish rate per m3 = 61.90

GSB (Quarry Material), By Mix in Place Method:

4.1 B (i) SOR Rate = 1,360.80

Carriage of Agreegate 1.346 x 1547.84 = 2,083.63

Finish rate per m3 = 3,444.43

WMM Laying Using Grader :

4.14 B SOR Rate = 1,525.80

Carriage of Agreegate 1.410 x 1547.84 = 2,182.45

Finish rate per m3 = 3,708.25

5.01 A (i) SOR Rate = 50.30

Carriage of Emulsion 0.0007 x 1661.00 = 1.16

Finish rate per m2 = 50.78

Tack Coat on Bituminous Surfaces :

5.02 (i) SOR Rate = 15.10

Carriage of Emulsion 0.0002 x 1661.00 = 0.33

Finish rate per m2 = 15.24

Tack Coat on Granular Surfaces :

5.02 (ii) SOR Rate = 18.50

Carriage of Emulsion 0.00025 x 1661.00 = 0.42

Finish rate per m2 = 18.68

Recycling of Bituminous Pavement with Central Recycling Plant Using by Dense Graded bituminous macadam (Grade - I)

5.13 B Gr-1 SOR Rate = 9,696.30

Carriage of Aggregate 00.707 x 1630.78 = 1,152.96

Carriage of reclaimed material 00.303 x 275.90 = 83.60

Carriage of Bitumen 00.08100 x 1496.30 = 121.20

Finish rate per m3 = 10,953.71

Dense Graded Bituminous Macadam (Grade - II)

5.4 B SOR Rate = 11,210.10

Carriage of Aggregate 01.441 x 1630.78 = 2,350.42

Carriage of Bitumen 00.1039 x 1496.30 = 155.47

Finish rate per m3 = 13,587.27

Bituminous Concrete (Grade - II)

5.5 B SOR Rate = 12,899.30

Carriage of Aggregate 01.459 x 1630.78 = 2,378.67

Carriage of Bitumen 00.1274 x 1496.30 = 190.63

Finish rate per m3 = 15,310.77

Dry Lean Cement Concrete Sub- base:

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.150 x 0.00 = 0.00

Finish rate per m3 = 5,198.86

Cement Concrete Pavement (PQC)

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.400 x 0.00 = 0.00

Carriage of Steel 0.0114 x 0.00 = 0.00

Finish rate per m3 = 8,174.86

Geocell for Slope protection

7.17 SOR Rate Finish rate per m2 = 150.30

Geosynthetics mat on the slope

7.18 SOR Rate Finish rate per m2 = 80.20

Printing new letter and figures of any shade with synthetic enamel paint

8.03 i SOR Rate Finish rate per cm height per letter = 1.40

8.03 ii SOR Rate Finish rate per cm height per letter = 0.80

Retro- reflectorised Traffic signs

8.04 (ii) 90 cm Equilateral Triangle = 6,530.80

Carriage of Agreegate 0.1080 x 1630.78 = 176.12

Carriage of Course Sand 0.0540 x 1858.34 = 100.35

Carriage of Cement 0.0340 x 0.00 = 0.00

Carriage of Steel 0.0028 x 0.00 = 0.00

Finish rate per each. = 6,807.27

8.04 (vi) 90 cm Circular = 9,761.80

Carriage of Agreegate 0.1080 x 1630.78 = 176.12

Carriage of Course Sand 0.0540 x 1858.34 = 100.35

Carriage of Cement 0.0340 x 0.00 = 0.00

Carriage of Steel 0.0028 x 0.00 = 0.00

Finish rate per each. = 10,038.27

8.04 (x) 80 cm x 60 cm Rectangular = 7,993.30

Carriage of Agreegate 0.1080 x 1630.78 = 176.12

Carriage of Course Sand 0.0540 x 1858.34 = 100.35

Carriage of Cement 0.0340 x 0.00 = 0.00

Carriage of Steel 0.0028 x 0.00 = 0.00

Finish rate per each. = 8,269.77

8.04 (xv) 90 cm high Octagon = 10,158.60

Carriage of Agreegate 0.1080 x 1630.78 = 176.12

Carriage of Course Sand 0.0540 x 1858.34 = 100.35

Carriage of Cement 0.0340 x 0.00 = 0.00

Carriage of Steel 0.0028 x 0.00 = 0.00

Finish rate per each. = 10,435.07

Direction and Place Identification signs upto 0.9 sqm size board

Carriage of Agreegate 0.1080 x 1630.78 = 176.12

Carriage of Course Sand 0.0540 x 1858.34 = 100.35

Carriage of Cement 0.0487 x 0.00 = 0.00

Carriage of Steel 0.0033 x 0.00 = 0.00

Finish rate per each. = 14,851.67

Direction and Place Identification signs with size more than 0.9 sqm size board

Carriage of Agreegate 0.2160 x 1630.78 = 352.25

Carriage of Course Sand 0.1080 x 1858.34 = 200.70

Carriage of Cement 0.0975 x 0.00 = 0.00

Carriage of Steel 0.0065 x 0.00 = 0.00

Finish rate per each. = 15,793.65

Providing and erecting overhead signs (Truss and Vertical Support)

8.07 A SOR Rate Finish rate per tonne. = 85,133.80

Providing and erecting overhead signs (Aluminium Alloy Plate for Over Head Sign)

8.07 B SOR Rate Finish rate per tonne. = 15,109.00

Painting two coats after filling the surface with synthetic enamel paint

8.08 SOR Rate Finish rate per Sqm = 104.50

Providing and applying two coats of ready mix paint of approved brand on steel surface

8.09 SOR Rate Finish rate per Sqm = 91.90

Road Marking with Hot Applied Thermoplastic:

8.13 SOR Rate Finish rate per Sqm = 684.80

Kilo Metre Stone :

8.14 (i) SOR Rate 5th Km post = 4,060.10

Carriage of Agreegate 0.3525 x 1630.78 = 574.85

Carriage of Course Sand 0.1763 x 1858.34 = 327.53

Carriage of Cement 0.1077 x 0.00 = 0.00

Carriage of Steel 0.0037 x 0.00 = 0.00

Finish rate per each. = 4,962.48

8.14 (ii) SOR Rate Ordinary Km post = 2,324.30

Carriage of Agreegate 0.2424 x 1630.78 = 395.23

Carriage of Course Sand 0.1212 x 1858.34 = 225.19

Carriage of Cement 0.0741 x 0.00 = 0.00

Carriage of Cement 0.0019 x 0.00 = 0.00

Finish rate per each. = 2,944.72

8.14 (iii) SOR Rate Hectometer post = 703.90

Carriage of Agreegate 0.0431 x 1630.78 = 70.27

Carriage of Course Sand 0.0215 x 1858.34 = 40.04

Carriage of Cement 0.0132 x 0.00 = 0.00

Carriage of Steel 0.0020 x 0.00 = 0.00

Finish rate per each. = 814.21

Road Delineators

8.15 SOR Rate = 795.30

Carriage of Agreegate 0.108 x 1630.78 = 176.12

Carriage of Course Sand 0.054 x 1858.34 = 100.35

Carriage of Cement 0.034 x 0.00 = 0.00

Finish rate per each. = 1,071.77

Reflective Raised Pavement Marker with Shank (Cat Eye/Road Stud)

8.35 b SOR Rate Finish rate per each. = 300.30

Excavation for Structures

9.01 I A i SOR Rate Finish rate per m3 = 192.20

Sand Filling in Foundation Trenches

9.02 SOR Rate = 799.70

Carriage of Fine/Local Sand 1.200 x 136.26 = 163.51

Finish rate per m3 = 963.21

Laying Reinforced cement concrete pipe NP4

9.04 A SOR Rate = 7,788.60

Carriage of Cement 0.0040 x 0.00 = 0.00

Carriage of Sand 0.0056 x 1858.34 = 10.41

Carriage of Aggregate 0.3600 x 1630.78 = 587.08

Carriage of Hume Pipe 1.0000 x 234.24 = 234.24

Finish rate per m = 8,620.33

Plain cement concrete in foundation (PCC Grade M15)

9.06 A C-II SOR Rate = 4,781.60

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.275 x 0.00 = 0.00

Finish rate per m3 = 7,085.56

Reinforced Cement Concrete (RCC Grade M20)

9.06 C C-II SOR Rate = 5,335.40

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.347 x 0.00 = 0.00

Finish rate per m3 = 7,639.35

Excavation for Structures (Depth upto - 3.0m)

Finish rate per no = 205.90

Sand Filling in foundation Trenches:

12.03 SOR Rate = 872.70

Carriage of Local Sand 1.200 x 136.26 = 163.51

Finish rate per m = 1,036.21

Providing and constructing one span service road to reach island location.

Steel liner 10 mm thick:

Carriage of Steel 1.050 x 0.00 = 0.00

Finish rate per mt. = 103,569.00

Cement concrete for reinforced concrete in Pile Cap (RCC Grade M35)

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.422 x 0.00 = 0.00

Finish rate per m3 = 7,894.66

Levelling course for Pile cap (PCC Grade M15)

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.275 x 0.00 = 0.00

Finish rate per m3 = 6,657.66

HYSD bar reinforcement in foundation:

Carriage of Steel Finish rate per each = 73,170.40

Finish rate per mt. = 73,170.40

RCC M-30 in Sub-structure:

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.407 x 0.00 = 0.00

Finish rate per m3 = 8,234.86

RCC M-35 in Sub-structure: (Height Upto - 5.0m)

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.422 x 0.00 = 0.00

Finish rate per m3 = 8,388.56

HYSD bar reinforcement in sub-structure:

Carriage of Steel Finish rate per each = 73,404.40

Finish rate per mt. = 73,404.40

Finish rate per each = 154.00

Back filling (Sandy Material)

Carriage of Local Sand 1.200 x 136.26 = 163.51

Finish rate per m3 = 1,551.61

Carriage of Agreegate 1.200 x 1630.78 = 1,956.94

Finish rate per m3 = 3,580.94

Elastomeric Bearing:

Finish rate per cubic centimetre = 0.96

POT-PTFE Bearing Consisting of a Metal:

13.16 SOR Rate Finish rate per cubic centimetre = 0.00

RCC M-30 in Super-Structure:

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.407 x 0.00 = 0.00

Finish rate per m3 = 8,705.46

RCC/PSC Grade M-40 in Super-Structure: Height- 5m to 10m

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.430 x 0.00 = 0.00

Finish rate per m3 = 9,203.06

HYSD bar reinforcement in Super-Structure:

Carriage of Steel 1.050 x 0.00 = 0.00

Finish rate per mt. = 73,638.20

Cement concrete Wearing Coat M-30

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.407 x 0.00 = 0.00

Carriage of Steel 0.075 x 0.00 = 0.00

Finish rate per m3 = 13,246.16

RCC Railing of M30

Carriage of Agreegate 0.0768 x 1630.78 = 125.24

Carriage of Course Sand 0.0384 x 1858.34 = 71.36

Carriage of Cement 0.0347 x 0.00 = 0.00

Carriage of Steel 0.0181 x 0.00 = 0.00

Finish rate per m = 2,033.00

Drainage Spouts :

Finish rate per each = 5,597.30

PCC M15 Grade leveling course below approach slab:

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.275 x 0.00 = 0.00

Finish rate per m3 = 6,657.66

RCC M30 Reinforced cement concrete approach slab including Steel:

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.406 x 0.00 = 0.00

Carriage of Steel 0.050 x 0.00 = 0.00

Finish rate per m3 = 11,485.36

Painting on Concrete Surface:

Finish rate per m3 = 129.40

Strip Seal Expansion Joint :

Finish rate per m = 13,863.30

Excavation for Structures

Finish rate per m3 = 205.90

Plain cement concrete in foundation (PCC Grade M15)

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.275 x 0.00 = 0.00

Finish rate per m3 = 7,427.16

Plain Cement Concrete (PCC Grade M20)

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Finish rate per m3 = 7,999.75

Reinforced Cement Concrete (RCC Grade M20):

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.347 x 0.00 = 0.00

Finish rate per m3 = 8,395.76

HYSD bar Reinforcement in Foundation:

Carriage of Steel 1.050 x 0.00 = 0.00

Finish rate per mt. = 73,170.40

Finish rate per m2 = 73,170.40

Finish rate per Each = 154.00

Plain Cement Concrete (PCC Grade M15) Below approach slab

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Finish rate per m3 = 5,702.75

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.407 x 0.00 = 0.00

Carriage of Steel 0.050 x 0.00 = 0.00

Finish rate per m3 = 11,354.15

Drainage Spouts

15.17 SOR Rate Finish rate per Each = 1,058.30

Wearing Coat M-30

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.407 x 0.00 = 0.00

Carriage of Steel 0.075 x 0.00 = 0.00

Finish rate per m3 = 13,268.16

2 coats of Water Based Cement Paint

Finish rate per m2 = 129.40

Expansion Joint

Finish rate per m = 500.20

Carriage of Fine/Local Sand 1.200 x 136.26 = 163.51

Finish rate per m3 = 957.61

Carriage of Agreegate 1.200 x 1630.78 = 1,956.94

Finish rate per m3 = 3,580.94

Painting with synthetic enamel paint bridge No. and span arrangements

15.25 SOR Rate = 223.90

Boulder Laid Dry without Wire Crates

Carriage of Agreegate 0.200 x 1630.78 = 326.16

Carriage of Boulder 1.000 x 1547.84 = 1,547.84

Finish rate per m3 = 3,610.30

Boulder Apron Laid in Wire Crates

Carriage of Agreegate 0.200 x 1630.78 = 326.16

Carriage of Boulder 1.000 x 1547.84 = 1,547.84

Finish rate per m3 = 3,960.10

Apron with Cement Concrete Blocks

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.275 x 0.00 = 0.00

Finish rate per m3 = 7,244.56

Boulder Pitching on Slopes

Carriage of Agreegate 0.200 x 1630.78 = 326.16

Carriage of Boulder 1.000 x 1547.84 = 1,547.84

Finish rate per m3 = 3,610.30

Filter Material underneath Pitching in Slopes

Carriage of Agreegate 1.200 x 1630.78 = 1,956.94

Finish rate per m3 = 3,862.04

Carriage of Cement (CM1:3) 0.0678 x 0.00 = 0.00

Carriage of Sand (CM1:3) 0.1397 x 1858.34 = 259.52

Carriage of Cement (Flooring) 0.0916 x 0.00 = 0.00

Carriage of Sand (Flooring) 0.1499 x 1858.34 = 278.47

Carriage of Aggregate (Flooring) 0.2997 x 1630.78 = 488.74

Carriage of Aggregate (Spalls) 0.2000 x 1630.78 = 326.16

Carriage of Boulder 1.0000 x 1547.84 = 1,547.84

Finish rate per m3 = 7,401.43

Carriage of Agreegate 0.200 x 1630.78 = 326.16

Carriage of Boulder 1.000 x 1547.84 = 1,547.84

Finish rate per m3 = 3,701.80

Jr. Engineer Asst. Engineer Executive Engineer

Widening and Strengthening work of Tharbitiya Railway Station to Ganpatganj via Singhawan & Shripur Road from 0+00 to 19+253 (Total Length-19.253 km) for the year 2025-26

Details of Lead Chart for Carriage of Material

Quarry Surfaced Unsurfaced Katcha Railway 0

1 Stone Metal / Boulder from Pakur by Road & Rail

Mirzachawki Quarry to Mirzachowki R/S 4 1 - -

Mirzachawki R/S to Saharsa R/S - - - 190

Saharsa to Work Site 53 - - -

2 Stone Metal / Boulder from Sheikhpura by Road & Rail

Sheikhpura Quarry to Sheikhpura R/S 4 1 - -

Sheikhpura R/S to Sonbarsa Kachahri R/S - - - 143

Saharsa to Work Site 53 - - -

3 Stone Metal / Boulder from Sahebganj by Road

Sahebganj to Manihari Ghat 8 1 22 -

Manihari Ghat to Gulab Bag 55 - - -

Gulab Bag to Araria O mile 38 - - -

Araria O mile to Rampur more (Forbeshganj) 33 - - -

Rampur more to Kishanpur Chowk 2 - - -

Kishanpur Chowk to Work Site 2 - - -

3 Bitumen form Barauni

Barauni to Work site 152 - - -

4 Emulsion from Muzaffarpur 26.093829, 85.382888

Muzaffarpur to Work Site 179 - - -

5 Course Sand form Bhagalur

Bhagalpur to Work site 176 - 2 -

6 Cement/Steel from Local

Saharsa to Regania 0 - - -

Saharsa to Work Site 3 - - -

7 Hume Pipe from Saharsa

Dalkhola to Gulabbag (Omile) 38 - - -

Gulabbag to Hridaynagar Chowk 42 - - -

Hridaynagar Chowk to Work Site 3 - - -

7 Brick/Paver Block from Local @ 8 Km 7.00 Km 0.00 Km 1.00 Km 0.00 Km

8 Fine (Local) Sand @ 3 Km 2.00 Km 0.00 Km 1.00 Km 0.00 Km

Emulsion from Muzaffarpur Course Sand form Bhagalur Bitumen form Barauni

Stone Metal / Boulder from Sahebganj by Road Therbitiya Bishanpur to Ganpatganj Road Stone Metal / Boulder from Pakur by Road & Rail

Cement/Steel from Local Hume Pipe from Saharsa Fine (Local) Sand @ 3 Km Brick/Paver Block from Local @ 8 Km

Jr. Engineer Asst. Engineer Executive Engineer Superintending Engineer

Widening and Strengthening work of Tharbitiya Railway Station to Ganpatganj via Singhawan & Shripur Road from 0+00 to 19+253 (Total Length-19.253 km) for the year 2025-26

Analysis of Rate for Carriage of Material

1.1 Stone Metal upto 50mm from Mirzachawki by Road & Rail for Bituminos & Concrete Work

A= Mirzachawki Quary to Mirzachawki R/S 32 tonnes load 18 cum

Loading and Un loading = 92.90

B= Mirzachawki R/S to Saharsa R/S

Carriage for 190 Km. by Railway (Class - 150) = 353.50

Surcharge 15% = 53.03

Development Charges 5% = 17.68

OTC & DTC = 0.00

Sub Total Quarry to Saharsa R/S (a + b ) = 1020.60 (c)

D= Saharsa R/S to Work Site 32 tonnes load 18 cum

Grand Total Quarry to Work Site (c +d) = 1630.78 (f)

1.2 Stone Metal Above 50mm from Mirzachawki by Road & Rail

A= Mirzachawki Quary to Mirzachawki R/S 32 tonnes load

B= Mirzachawki R/S to Saharsa R/S

Carriage for 151 Km. by Railway (Class - 150) = 316.10

Surcharge 15% = 47.42

Development Charges 5% = 15.81

C= Loading and Un-loading @ 3 times (R/S to R/S) = 92.90 (c) 278.7

Sub Total Quarry to Saharsa R/S (a + b + c) = 937.66 (d)

D= Saharsa R/S to Work Site 32 tonnes load

Grand Total Quarry to Work Site (d + e) = 1547.84 (f)

2.1 Stone Metal upto 50mm from Sheikhpura by Road & Rail for GSB & WMM Work

A= Sheikhpura Quary to Sheikhpura R/S 32 tonnes load

B= Sheikhpura R/S to Saharsa R/S

Carriage for 151 Km. by Railway (Class - 150) = 316.10

Surcharge 15% = 47.42

Development Charges 5% = 15.81

C= Loading and Un-loading @ 1 times (R/S to R/S) = 92.90 (c)

Sub Total Quarry to Saharsa R/S (a + b + c) = 937.66 (d)

D= Saharsa R/S to Work Site 10 tonnes load

Grand Total Quarry to Work Site (d + e) = 1547.84 (f)

2.2 Stone Metal Above 50mm from Sheikhpura by Road & Rail for Boulder Work

A= Sheikhpura Quary to Sheikhpura R/S 32 tonnes load

B= Sheikhpura R/S to Saharsa R/S

Carriage for 151 Km. by Railway (Class - 150) = 316.10

Surcharge 15% = 47.42

Development Charges 5% = 15.81

C= Loading and Un-loading @ 1 times (R/S to R/S) = 92.90 (c)

Sub Total Quarry to Saharsa R/S (a + b + c) = 937.66 (d)

D= Saharsa R/S to Work Site 32 tonnes load

Grand Total Quarry to Work Site (d + e) = 1547.84 (f)

3.1 Stone Metal below 50mm from Sahebganj via Manihari Ghat by Road

B Loading and Un-loading @ 1 times 92.90 x 1 = 92.90 b

3.2 Stone Metal Abobe 50mm from Sahebganj via Manihari Ghat by Road

B Loading and Un-loading @ 1 times 92.90 x 1 = 92.90 b

3 Bitumen form Barauni

4 Emulsion from Muzaffarpur

For Gross Weight add 6% = 1.06 x 1661 Rate Rs 1661.00 Per mt

5 Course Sand form Bhagalur

Rate Rs 1858.34 Per cum

6 Cement/Steel from Local 10 tonnes load

Rate Rs 587.40 Per mt

7 Hume Pipe @ 1000mm Dia

Rate Rs 534.14 Per m

0.1 Hume Pipe @ 1200mm Dia

Rate Rs 669.15 Per m

7 Brick / Paver Block from Local 10 tonnes load

Brick / Paver Block from Local

Rate Rs 1236.80 Per %0 No

8 Fine (Local) Sand @ 3 Km

Rate Rs 136.26 Per cum

10 Reclaimed material from worksite to Plant Unit per MT

Jr. Engineer Asst. Engineer Executive Engineer

Technical Sheet

Name of Work Widening and Strengthening work of Tharbitiya Railway Station to Ganpatganj via Singhawan & Shripur Road from 0+00 to 19+253 (Total Length-19.253 km) for the year 2025-26 Cost of Work as per BOQ. (In lacs) 0.20799 Time of Completion in month 17 (Seventeen) Month ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Sactioned Amount (A.A/TS) 6144.40 lacs/ 6486.95 lacs Date of Sanction (A.A/TS) 517(S) dt. 22.01.2026 / 64 (WE) dt. -19.02.2026 Date of Tender 28.02.2026

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) "R13."\ #,##0.00;[Re13]"R13."\ \-#,##0.00 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 Escalation Factor = 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 3149.45 Value to be entered in unit cum

E/W in both excavation & Embankment Combined cum 49306.48 Value to be entered in unit cum

Non Bituminous Sub Base & Base (G.S.B/W.M.M) cum 15453.64 Value to be entered in unit cum

Bituminous treatment (BM / DBM / SDBC / BC) cum 4047.4

RCC Pile work 1200 dia m 328 m Pile Depth/109 m Well Depth

Length of Bridge m 19 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 (Above Rs. 50 Crore) Nos. Max. Age Remarks 4.5(B) (a) Nos./ Max. Age

Motor Grader 5 Life of machine minus two years or 5 years on 28.02.2026 which ever is more.

Front end Loader 3

Smooth Wheeled Roller 3

Vibratory Roller 2

Fully Computerized Hot Mix Plant with Electronic Controls. 2

Paver Finisher with Electronic Sensor 2

Bitumen Sprayer 2

Tandem Roller 2

Concrete Mixex with Integral Weigh Batching Facility 1

Concrete Batching and Mixing Plant (Minimum Capacity – 15m3/hour) 1

TOTAL = 29 Nos.

9 Key Personnel Personnel/Qualification/Contract Package Size (Above Rs. 50 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 1

Site Engineer / B.E. Civil + 07 Years Experience (3 years in Road Construction) or retired A.E 4

Plant Engineer / B.E. Mech / Civil + 05 Years Experience or Diploma in Mechanical + 07 Years Experience or retired J.E. 2

Qulity Supervisor/B.E. Civil + 05 Years Exp. or Dip. Civil + 07 Years Exp. 2

Soil & Material Engineer/B.E. Civil + 07 Years Exp. 2

Survey Engineer/B.E. Civil + 03 Years Exp. or Dip. Civil + 05 Years Exp. 2

Site Supervisor/Fresh Graduate in Civil or Diploma Civil + 03 Years Exp. Or retired I.T.I. Holder 4

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 17 months 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 work of Tharbitiya Railway Station to Ganpatganj via Singhawan & Shripur Road from 0+00 to 19+253 (Total Length-19.253 km) for the year 2025-26

1 B.O.Q. Amount Rs. 632794697.00

2 Cost of B.O.Q. Rs. 10000.00

3 Bid processing fee for BELTRON Rs. 5900.00

4 Earnest Money Rs. 7365000.00 7364640.42

5 Time of Completion 17 Months

CONSTRUCTION WORK

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

1 2.03(i)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 serviceable 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.By Manual means 10.036 hec 186726.70 1873989.00

2 2.4(i)(II)B Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, 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 all lifts and lead of 1000 metre Lime/ Cement concretBy Mechanical means Prestressed/ Reinforced cement concrete grade M-20 & above 155.040 Cum 1850.90 286964.00

3 2.4(ii) B Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, 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 all lifts and lead of 1000 metres Dismantling Brick/ tile work In cement mortar 390.000 Cum 505.00 196950.00

4 3.13 (i)A Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. 23801.510 Cum 102.90 2449175.00

5 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 86631.629 Cum 212.90 18443874.00

6 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. 23801.510 Cum 61.90 1473313.00

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 desire (70 % re - used ) 20023.826 Cum 3444.43 68970667.00

8 4.14(B) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification includingpremixingthe Materialwithwater at OMCin mechanical mix plant carriage of mixed Material by tipperto site, layingin uniformlayers withpaver in subbase / base course on well prepared surface and compactingwithvibratoryrollerto achieve the desired density. 23761.493 Cum 3708.25 88113556.00

9 5.01(A)(ii) Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. 95347.845 sqm 50.78 4841764.00

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. 96857.220 sqm 15.24 1476104.00

11 5.02(ii) Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 93838.470 sqm 18.68 1752903.00

12 5.13 B (i) Gr I Recycling pavement by cold milling of existing bituminious layer planning the surface after cold milling, reclaming excaveted material to the extwent of 30 percent of the required quantity, hauling and stock piling the reclamined material near the central recycling plant after carrying out necessary cheeks and evaluation , adding fresh material including rejuvenators as required, mixing in a hot mix plant transporting and laying at site and compacting to the required the grade, leveland the thickness all as specified in clause 519 7582.547 Cum 10953.71 83057021.00

13 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 3885.070 Cum 15310.77 59483413.00

14 6.01 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. 1015.818 Cum 5198.86 5281096.00

15 6.02 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing 3623.499 Cum 8174.86 29621597.00

16 8.03 (i) Printing New Letter and Figures of any Shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade)Hindi ( Matras commas and the like not to be measured and paid for Half letter shall be counted as half ) 10000.000 per cm height per letter 1.40 14000.00

17 8.03(ii) Printing New Letter and Figures of any Shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade)English and Roman (Hyphens and the like not to be measured and paid for) 10000.000 per cm height per letter 0.80 8000.00

18 8.04 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-C Type XI retro reflective sheeting fixed over 2mm thick aluminum sheeting vide clause 801.3, 3/4mm thick Aluminum 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 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 tender. The retro reflective sheeting shall be covered under 10 years warranty to be provided from the original sheeting manufacturer, as per Clause 6.9 of IRC 67:2012. At the end of 10 years, the sheeting shall retain at least 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.

19 8.04(ii) 90 cm equilateral triangle 33.000 Each 6807.27 224640.00

21 8.04(x) 80 cm x 60 cm rectangular 22.000 Each 8269.77 181935.00

22 8.04(xv) 90 cm high octagon 23.000 Each 10435.07 240007.00

23 8.05 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 Aluminum composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 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 tender. 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 at least 80% of its retro reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance 31.920 sqm 14851.67 474065.00

24 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 aluminum sheeting, 2 mm thick or Aluminum 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. ` 57.000 sqm 15793.65 900238.00

25 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 6230.400 sqm 684.80 4266578.00

26 8.14 Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc

27 8.14(i) 5th kilometer stone (precast) 5.000 Each 4962.48 24812.00

28 8.14(ii) Ordinary kilometer stone (precast) 15.000 Each 2944.72 44171.00

29 8.14(iii) Hectometer stone (precast) 76.000 Each 814.21 61880.00

30 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 576.000 Each 1071.77 617340.00

31 8.35 B Supplying and fixing of raised pavement marker with made of aluminum 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 retro- reflecting 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 retro-reflectance 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. 10701.000 Each 300.30 3213510.00

32 8.07 (Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminum 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 aluminum 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 tender. 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 at least 80% of its retro reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance.

33 8.07(A) Truss and Vertical Support 6.540 mt 85133.80 556775.00

34 8.07(B) Aluminium Alloy Plate for Over Head Sig 57.600 sqm 15109.00 870278.00

35 8.09 (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 120.734 sqm 91.90 11095.00

36 9.01(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 backfilling with approved material. Ordinary soil Manual Means Depth upto 3 m 37.294 cum 192.20 7168.00

37 9.06(A)CaseI Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .PCC Grade M15 PCC Grade M15 using batching plant , transit mixer & Concrete pump 1.492 cum 7085.56 10572.00

38 9.06 (C) case I Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .RCC Grade M20 RCC Grade M20 using batching plant , transit mixer & Concrete pump 8.784 cum 7639.35 67104.00

39 9.07 Supplying ,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications 0.702 mt 67977.00 47720.00

40 15.01 I B (i) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. 4542.246 Cum 205.90 935248.00

41 15.11 A Case1 Plain/Reinforced Cement concrete in open Foundation complete as per Drawing and Technical specifications.PCC Grade M15 924.312 Cum 7427.16 6865013.00

42 15.11 B Case-I 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 & concrete pump 246.830 Cum 7999.75 1974578.00

43 15.12 A Plain/Reinforced cement concrete for wall & slab etc. complete as per Drawing and Technical specifications RCC Grade M20 using batching plant, transit mixer & concrete pump 369.000 Cum 8395.76 3098035.00

44 15.13 Supplying, fitting and placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical specifications 117.230 Mt 73170.40 8577766.00

45 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 specifications 508.000 Each 154.00 78232.00

46 15.23 (B) Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specifications.Sandy material 684.275 Cum 957.61 655269.00

47 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 size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. 230.785 Cum 3580.94 826427.00

48 15.18 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical specifications. 83.264 cum 13268.16 1104760.00

49 14.07 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. 200.880 rm 2033.00 408389.00

50 15.17 Drainage spouts complete as per Drawing and Technical Specifications. 26.000 Each 1058.30 27516.00

51 15.16 Reinforced cement concrete approach slab including reinforcement and formwork complete as per Drawing and Technical specifications. 151.200 cum 11630.76 1758571.00

52 15.22(ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. 144.000 cum 500.20 72029.00

53 15.25 Painting two coats after filling the surface with synthetic enamel paint bridge No. and span arrangements as per as directed by Engineer. 1085.794 sqm 223.90 243109.00

54 16.11 Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 659.325 Cum 3701.80 2440689.00

55 16.08 (A) Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding.Rubble stone laid in cement mortar 1:3 100.080 Cum 7401.43 740735.00

56 15.12 (C) Plain/Reinforced cement concrete for wall & slab etc. complete as per Drawing and Technical specifications.RCC Grade M30 using batching plant, transit mixer & concrete pump 1009.218 Cum 9043.56 9126924.00

57 12.01(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 backfilling with approved material. 887.500 Cum 205.90 182736.00

58 12.09(A) Providing and constructing temporary island 24m diameter for construction of Well foundation for 8m dia. Well.Assuming depth of water 1.0 m and height of island to be 1.25m including Royalty for earth @ ₹ 18661.1 for each island. 2.000 m 92486.80 184974.00

59 12.09(C) Assuming span length 30m, width of service road 10m and depth of water 1m including Royalty for earth @ ₹495.00 per m length of span 55.800 mr 4468.70 249353.00

60 12.22 Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing. 11.362 mt 103569.00 1176751.00

61 12.42 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. 157.297 mt 73170.40 11509484.00

62 12.23 Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. 928.000 m 15934.40 14787123.00

63 12.41 Case I Providing and laying of PCC M15 levelling course 100 mm thick below the pile cap. 35.500 Cum 6657.66 236347.00

64 12.40(C) case-I Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification 611.064 Cum 7894.66 4824143.00

65 13.06 Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications 39.661 mt 73404.40 2911292.00

66 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. 148.000 Each 154.00 22792.00

67 13.5(G) P Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications RCC Grade M30 using batching plant, transit mixer & concrete pump 268.189 Cum 8234.86 2208499.00

68 13.5(H)p Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications RCC Grade M35 using batching plant, transit mixer & concrete pump 11.868 Cum 8388.56 99555.00

69 13.16 Supplying , fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of Mort&H specification complete including all accessories as per drwaing and technical specifications 711040.00 cubic cm 0.96 682598.00

70 13.10 Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drwaing and technical specification. 116.759 cum 3580.94 418107.00

71 13.09 (B) Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications Sandy material 340.547 cum 1551.61 528396.00

72 14.02 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications 66.360 mt 73638.20 4886631.00

73 14.01(C)p Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M30 Using Batching Plant,Transite Mixer and Concrete Pump. 348.900 cum 8705.46 3037335.00

74 14.09 Drainage Spouts complete as per drawing and Technical specification 18.000 Each 5597.30 100751.00

75 14.21 Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. 50.400 m 13863.30 698710.00

76 14.04 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications 51.339 cum 13246.16 680045.00

77 14.10(i) PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification PCC Grade M15 using batching plant & Concrete pump 11.445 cum 6657.66 76197.00

78 14.11 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification 23.100 cum 11485.36 265312.00

79 14.07 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. 125.600 m 2033.00 255345.00

80 14.16 Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. 395.106 sqm 129.40 51127.00

81 9.4A 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 . 1000 mm dia 52.500 m 8620.33 452567.00

82 16.04A Providing and laying pitiching on slopes laid over prepared filter media including boulder apron laid dry in front of rtoe of embankment complete as per drawing and Technical specification 367.480 cum 3610.30 1326713.00

83 16.02 Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. 304.350 cum 3960.10 1205256.00

84 16.05 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 183.740 cum 3862.04 709611.00

SUB-TOTAL - A :- 472096194.00

85 Labour cess 1% on Sub total A :- 4720962.00

86 Seigniorage Fee :- 6897806.00

SUB-TOTAL - B :- 483714962.00

87 GST 18% on Sub total B :- 87068693.00

Total (Civil Work)(C) :- 570783655.00

Utility Shifting

Erection of H.T 33 KV line

88 Rail Pole 13 m length Nos. 4 59047.01 236188.00 55704.73

89 33 kv pin insulator ith GI pin with nut & bolt set 6 543.78 3263.00 513.00

90 GI pole base plate Nos. 4 1060.00 4240.00 1000.00

91 DP channel (100*50*6mm) for Top set 4 3631.31 14525.00 3425.76

92 ACSR olf conductor km 0.15 171888.69 25783.00 162159.14

93 stay with plate set 4 1908.00 7632.00 1800.00

94 stay set with wire set 4 1219.00 4876.00 1150.00

95 stay clamp pairs 8 120.05 960.00 113.25

96 DP channel support clamp pairs 8 110.24 882.00 104.00

97 MS angle for cross bracing set 4 2920.30 11681.00 2755.00

98 clamp for cross bracing set 16 83.34 1333.00 78.62

99 33 kv disc insulator ith hardware fitting set 12 1380.63 16568.00 1302.48

100 packing piece Nos. 4 371.00 1484.00 350.00

101 guard bracket Nos. 2 2920.30 5841.00 2755.00

102 Back clamp for guard bracket Nos. 4 84.80 339.00 80.00

103 Support clamp for guard bracket Nos. 4 84.80 339.00 80.00

104 Gi wire no. 8 for guard wire kg 100 215.18 21518.00 203.00

106 MS nut and bolt all sizes kg 15 87.98 1320.00 83.00

110 Danger board Nos. 4 82.68 331.00 78.00

111 Barbed wire Nos. 4 82.68 331.00 78.00

112 Redoxide paint ltr 8 318.00 2544.00 300.00

113 Aluminium paint ltr 8 477.00 3816.00 450.00

Erection Work of H.T 11 KV line (Supply)

115 GI pole base plate Nos. 174 2120.00 368880.00 2000.00

118 Back clamp for top bracket & V cross arm Nos. 244 62.89 15345.00 59.33

119 11 kv line DP channel set 26 2241.98 58291.00 2115.08

120 Support clamp pairs 52 275.60 14331.00 260.00

121 MS angle for cross bracing set 52 2243.81 116678.00 2116.80

122 Back clamp for cross bracing 2x2 set 208 81.76 17006.00 77.13

123 stay with plate set 69 1908.00 131652.00 1800.00

124 stay set with wire set 69 1219.00 84111.00 1150.00

126 11 kv disc insulator with hardware fittings set 156 549.50 85722.00 518.40

127 11 kv pin insulator with GI pin set 444 157.29 69837.00 148.39

129 ACSR Rabbit Conductor km 8.82 51645.53 455514.00 48722.20

130 guard bracket Nos. 24 2920.30 70087.00 2755.00

131 Back clamp for angle bracket Nos. 34 62.89 2138.00 59.33

132 Support clamp for angle bracket Nos. 34 84.80 2883.00 80.00

133 Gi wire no. 8 for guard wire kg 872 215.18 187637.00 203.00

135 MS nut and bolt all sizes kg 1478 87.98 130034.00 83.00

140 Danger board Nos. 174 82.68 14386.00 78.00

142 Redoxide paint ltr 348 318.00 110664.00 300.00

143 Aluminium paint ltr 348 477.00 165996.00 450.00

Erection Work for D.S.S. (Supply)

145 11 KV line tapping channel set 26 2241.98 58291.00 2115.08

146 Transformer base and top channel set 26 3538.70 92006.00 3338.40

147 AB switch base channel set 26 3538.70 92006.00 3338.40

148 HG fuse base channel set 26 3302.83 85874.00 3115.88

149 Suuport clamp for channel pairs 52 135.68 7055.00 128.00

150 stay with plate set 156 1908.00 297648.00 1800.00

151 stay set with wire set 156 1219.00 190164.00 1150.00

154 11 kv disc insulator with hardware fittings set 156 549.50 85722.00 518.40

155 11 kv pin insulator with GI pin set 78 145.39 11340.00 137.16

158 Transformer base belting and clamping with tie Nos. 26 1859.16 48338.00 1753.92

159 clamp for cross bracing pairs 52 135.68 7055.00 128.00

161 11 kv lighting arrester set 26 1167.23 30348.00 1101.16

162 Dis. Transformer 200 KVA Nos. 2 302693.60 605387.00 285560.00

163 Dis. Transformer 100 KVA Nos. 9 162666.54 1463999.00 153459.00

164 Dis. Transformer 63 KVA Nos. 12 121202.52 1454430.00 114342.00

165 Dis. Transformer 25 KVA Nos. 3 68166.48 204499.00 64308.00

166 Distribution box for transformer. Nos. 26 55120.00 1433120.00 52000.00

167 1Cx95sqm.mm.cable for 3 phase 100 KVA m 460 392.20 180412.00 370.00

168 MS nut and bolt all sizes kg 138 87.98 12141.00 83.00

172 Danger board Nos. 52 82.68 4299.00 78.00

173 Barbed wire Nos. 52 82.68 4299.00 78.00

174 Redoxide paint ltr 104 318.00 33072.00 300.00

175 Aluminium paint ltr 104 477.00 49608.00 450.00

Erection Work of LT line (Supply)

178 stay with plate set 82 1908.00 156456.00 1800.00

179 stay set with wire set 82 1219.00 99958.00 1150.00

185 Suspention clamps Nos. 545 317.23 172890.00 299.27

186 Dead end clamp Nos. 223 394.16 87898.00 371.85

187 Insulation piercing connector Nos. 2180 87.05 189769.00 82.12

188 MS nut and bolt all sizes kg 300 87.98 26394.00 83.00

190 Distribution box for LT connection Nos. 224 1200.22 268849.00 1132.28

Dismantling work of 33KV,11KV,DSS & LT line

191 Rail Pole /H beam/RSJ of different size Nos. 20 59047.01 1180940.00 55704.73

195 33 KV Top bracket set 2 201.93 404.00 190.50

197 33 KV pin insulator Nos. 6 133.56 801.00 126.00

198 11 KV pin insulator Nos. 501 157.29 78802.00 148.39

199 Mixed conductor km 16 53000.00 848000.00 50000.00

203 HG fuse set channel set 23 3299.78 75895.00 3113.00

204 Transformer base & AB base set 23 3538.28 81380.00 3338.00

206 Dist. Transformer 200 KVA Nos. 1 302693.60 302694.00 285560.00

207 Dist. Transformer 100 KVA Nos. 8 162666.54 1301332.00 153459.00

208 Dist. Transformer 63 KVA Nos. 11 121202.52 1333228.00 114342.00

209 Dist. Transformer 25 KVA Nos. 3 68166.48 204499.00 64308.00

210 11 KV disc insulator with H/W set 69 474.88 32767.00 448.00

Labour cost of Erection work

211 Survey and investigation of 33 KV line Km 0.5 184.50 92.00

212 Survey and investigation of 11 KV line Km 5.88 184.50 1085.00

213 Survey and investigation of LT Line Km 14.8 362.25 5361.00

214 Erection Rail Pole, 13 Mtr Length Nos. 230 5677.45 1305814.00

215 Erection of PSC pole 400 kg Nos. 224 1483.09 332212.00

216 Erection of PSC pole 200 kg Nos. 321 950.44 305091.00

217 Fixing and fitting of 11 KV pin insulator Each 444 21.33 9471.00

218 Fixing and fitting of 11 KV Disc insulator with hardware fitings Each 156 24.17 3771.00

219 11 Kv pin Binding Per Pole 144 16.72 2408.00

220 Fixing and fitting of 11 KV Isolator Each 26 1445.00 37570.00

221 Fixing and Fiting 11 Kv V cross arm Each 122 72.00 8784.00

222 Fixing and fitting of 11 KV Top Bracket Each 122 24.00 2928.00

223 Fixing and Fitting of 33 Kv pin insulator Per Pole 6 28.33 170.00

224 Fixing and Fitting of 33 KV Disc insulator with hardware fitings Per DP 12 434.00 5208.00

225 Fixing and Fitting of Earting Set Each 311 1021.03 317540.00

226 Fixing and Fitting of LT Distribution box on pole Nos. 23 1524.18 35056.00

227 Fixing and Fitting of LT Single Phase Service Wire connection Nos. 1275 196.32 250308.00

228 Fixing and Fiting of Lt Three Phase Service Wire Connection Nos. 9 366.89 3302.00

229 Fixing and Fitting of 11 KV AB Switch Set Set 26 1355.00 35230.00

230 Fixing and Fitting of HG Fuse Set Set 26 333.00 8658.00

231 Fixing and Fitting of LA Set Set 26 188.00 4888.00

232 Fixing and Fitting of Transformer Base Channel, Beiting, Clamping, Top Etc. Set. 52 266.00 13832.00

233 Fixing and Fiting of AB Switch Base Channel Set. 26 266.00 6916.00

234 Fixing and Fitting of HG Fuse Channel Set. 26 266.00 6916.00

235 Fixing and Fitting of LA Channel Set 26 133.00 3458.00

236 Fixing and Fitting of Line DP Channel for 33 KV/11KV Line including Fitting of Support Clamp Per DP 28 266.00 7448.00

237 Jumpering on DP DP 56 87.30 4889.00

238 Erection of Stay set with Excavation of Stay Pit Set 311 1777.69 552862.00

239 Laying and Stringing of LT AB cable (3*120+1C*70+1C*16 Smm/3C*95+1C*70+1C*16 Smm Km 5.6 10909.80 61095.00

240 Laying and Stringing of LT AB Cable (3C*70+1C*50+1C*16 Smm) Km 7.2 7636.00 54979.00

241 Laying and Stringing of LT AB Cable (3C*50+1C*35+1C*16 Smm) Km 2 6364.25 12729.00

242 Fixing and Fitting of Dead End/Suspension Clamps Nos. 768 53.00 40704.00

243 End Termination joint of LT Aereal bunched cable from size 185 to 70 Sqmm Per Phase 52 1200.00 62400.00

244 Fixing and fitting of piercing connector Nos. 2180 30.00 65400.00

245 Layingng & sagging off rabbit conductor ckm 2.85 8438.00 24048.00

246 Laying & sagging off dog conductor ckm 2.85 11162.00 31812.00

247 Laying & sagging off wolf conductor ckm 0.15 26019.05 3903.00

248 Fixing & fitting of 33/11 kv cross bracing set 30 242.00 7260.00

249 Guarding of 33 kv line per km 0.5 75.39 38.00

250 Fixing of 33 kv guard bracket Nos. 2 153.00 306.00

251 Guaring of 11 kv line & LT line per km 0.54 60.76 33.00

252 Fixing of 11 kv guard bracket & LT line Nos. 24 138.00 3312.00

253 Fixing & fitting of dander board Nos. 26 24.00 624.00

254 Fixing & fitting of barbed wire Nos. 26 62.00 1612.00

255 Shifting of transformer from old DP to new DP Nos. 23 874.00 20102.00

256 Provision of connection from 11 KV line to AB switch set 26 87.00 2262.00

257 Provision of connection of AB switch to HG fuses set set 26 87.00 2262.00

258 Provision of connection from HG fuses set to LA set 26 87.00 2262.00

259 Provision of connection from LA to distribution tranformer set 26 87.00 2262.00

260 Provision of connection from distrution transformer to LT bus bar set 26 116.00 3016.00

261 Provision of connection from LT bus bar to LT HG fues set 26 116.00 3016.00

262 Provision of connection from LT HG fues to LT set 26 116.00 3016.00

263 Concreting and top muffing of support with 1:4:8 mixture (including cost of approved quality of stone chips 20 mm to 6mm size graded clean coarse sand of FM 2.5 to 3 grade etc. per 20 cft 230 2123.43 488389.00

Labour cost Dismatlling Work

264 Erection Rail Pole, 13 Mtr Length Nos. 20 567.75 11355.00

265 Erection of PSC pole 400 kg Nos. 378 519.08 196212.00

266 Fixing and fitting of 11 KV pin insulator Each 501 7.47 3742.00

267 Fixing and fitting of 11 KV Disc insulator with hardware fitings Each 69 8.46 584.00

268 11 Kv pin Binding Per Pole 378 5.85 2211.00

269 Fixing and Fiting 11 Kv V cross arm Each 167 25.20 4208.00

270 Fixing and fitting of 11 KV Top Bracket Each 167 8.40 1403.00

271 Fixing and Fitting of 33 KV V Cross Arm Each 2 36.05 72.00

272 Fixing and fiting of 33 KV Top Bracket Each 2 11.90 24.00

273 Fixing and Fitting of 33 Kv pin insulator Per Pole 6 9.92 60.00

274 Fixing and Fitting of 11 KV AB Switch Set Set 23 271.00 6233.00

275 Fixing and Fitting of HG Fuse Set Set 23 66.60 1532.00

276 Fixing and Fitting of Transformer Base Channel, Beiting, Clamping, Top Etc. Set. 23 93.10 2141.00

277 Fixing and Fiting of AB Switch Base Channel Set. 23 93.10 2141.00

278 Fixing and Fitting of HG Fuse Channel Set. 23 93.10 2141.00

279 Laying and Stringing of LT AB cable (3*120+1C*70+1C*16 Smm/3C*95+1C*70+1C*16 Smm Km 11.5 1090.98 12546.00

280 Laying & sagging off dog conductor ckm 5.2 3906.70 20315.00

Erection of 11 KV line

284 Back clamp for V cross arm pairs 57 63.60 3625.00 60.00

285 Packing piece for rail pole Nos. 57 371.00 21147.00 350.00

286 11 kv cross bracing set 10 2243.04 22430.00 2116.08

287 clamp for cross bracing pairs 10 377.36 3774.00 356.00

288 stay set with wire pairs 10 1362.12 13621.00 1285.02

289 stay clamp side pairs 10 110.24 1102.00 104.00

290 stay clamp angle pairs 10 103.88 1039.00 98.00

291 gay insulator Nos. 45 38.16 1717.00 36.00

292 ACSR Rabbit Conductor km 8.4 51645.32 433821.00 48722.00

293 11 kv disc insulator with H/ W fitting set 24 543.78 13051.00 513.00

294 11 kv pin insulator with pin Nos. 276 145.22 40081.00 137.00

298 Gi wire no. 8 for guard wire kg 210 63.60 13356.00 60.00

299 nuts & bolts (all size) kg 420 87.98 36952.00 83.00

300 survey & tree clearance km 5 3180.00 15900.00 3000.00

301 Earthing set set 92 184.44 16968.00 174.00

302 pipe earthing Nos. 0 1931.32 0.00 1822.00

304 Danger board Nos. 92 72.08 6631.00 68.00

Erection of D.S.S. line

306 Top and base channel set 8 4183.52 33468.00 3946.72

307 Channel of H.G fuse & LA set 4 3298.72 13195.00 3112.00

308 Channel support pairs 8 2037.32 16299.00 1922.00

309 Belting angle for DSS set 4 1859.24 7437.00 1754.00

310 Clamp for AB switch channel pairs 8 4203.10 33625.00 3965.19

311 Clamp for base channel pairs 8 940.30 7522.00 887.08

312 Clamp for HG fuse channel Nos. 12 76.32 916.00 72.00

313 Clamp forLT belting Nos. 8 76.32 611.00 72.00

314 Angle for LT dist bus Nos. 8 344.50 2756.00 325.00

315 Dist. Transformer 63 KVA Nos. 4 121202.52 484810.00 114342.00

317 HG fuse set with 11 kv pin insulator set 4 5638.61 22554.00 5319.44

318 ACSR Rabbit Conductor m 0.25 51645.53 12911.00 48722.20

319 Dis. Box with MCBS Nos. 4 16195.74 64783.00 15279.00

320 11 kv lighting arrester set 4 1109.82 4439.00 1047.00

322 Danger board Nos. 4 72.08 288.00 68.00

323 nuts & bolts (all size) kg 5 87.98 440.00 83.00

324 pvc cable single core 95 sqmm m 0.25 343970.00 85993.00 324500.00

326 stone chips cft 80 84.80 6784.00 80.00

Erection of L.T line

330 Suspention clamps Nos. 51 351.92 17948.00 332.00

331 Dead end clamp Nos. 6 5487.62 32926.00 5177.00

332 Piercing connector Nos. 250 63.60 15900.00 60.00

334 LT arial bunched cable 95 sqmm km 2 343970.00 687940.00 324500.00

335 complete stay set set 10 1908.00 19080.00 1800.00

338 nuts & bolts (all size) kg 150 87.98 13197.00 83.00

339 Survey and tree clearances km 2 3180.00 6360.00 3000.00

Dismantling work of 33KV,11KV,DSS & LT line

343 11 kv line DP channel set 4 2241.90 8968.00 2115.00

344 stay set with wire pairs 20 1908.00 38160.00 1800.00

345 11 kv dise insulator with H/W fitting set 13 543.78 7069.00 513.00

346 11 kv pin insulator with pin Nos. 171 137.80 23564.00 130.00

348 Tr.top and base channel set 4 3538.28 14153.00 3338.00

349 Tr.HG fuse base channel set 4 3299.78 13199.00 3113.00

350 Channel support pairs 4 2037.32 8149.00 1922.00

351 Tr. Belting angler for D/S/S set 4 1858.18 7433.00 1753.00

352 Angle for LT dist bus Nos. 8 344.50 2756.00 325.00

353 Dist. Transformer 63 KVA nos 4 121202.52 484810.00 114342.00

354 HG fuse set with 11 kv pin insulator set 4 5406.00 21624.00 5100.00

355 Angle Bracket no 4 351.92 1408.00 332.00

357 ACSR wesel conductor km 8.4 31798.98 267111.00 29999.04

Labour cost of Erection

358 Survey and investigation of HT KV line Km 5 184.50 923.00

359 Survey and investigation of LT Line Km 1.2 365.25 438.00

360 Erection Rail Pole, 13 Mtr Length Nos. 58 5677.45 329292.00

361 Erection of PSC pole 200 kg with concreting Nos. 34 3699.73 125791.00

362 Erection of Transformer 63 KVA nos 4 838.00 3352.00

363 Fitting and fixing of HT bracket and tapping bracket nos 60 96.00 5760.00

364 Fixing and fitting of 11 KV pin insulator Each 171 64.00 10944.00

365 Fixing and fitting of 11 KV Disc insulator Each 48 145.00 6960.00

366 11 Kv pin Binding Per Pole 171 50.18 8581.00

367 Fixing and fitting of 11 KV Isolator Each 4 1445.00 5780.00

368 Fixing and Fiting 11 Kv V cross arm Each 57 96.00 5472.00

369 Fixing and fitting of Top Bracket Each 57 24.00 1368.00

370 Fixing and Fitting of Earting Set Each 12 473.00 5676.00

371 Fixing and Fitting of HG Fuse Set Set 4 266.00 1064.00

372 Fixing and Fitting of Line DP Channel for 33 KV/11KV Line including Fitting of Support Clamp Set 4 266.00 1064.00

373 Jumpering on DP DP 12 87.00 1044.00

374 Laying and Stringing of LT AB Cable (50mm sqmm) Km 1.2 10909.00 13091.00

375 Layingng & sagging off rabbit conductor km 8.4 8438.00 70879.00

376 Fixing & fitting of 33/11 kv cross bracing set 57 242.00 13794.00

377 Laying and sagging of new conductor km 2.8 11162.00 31254.00

Labour cost Dismatlling Work

378 Opening and Dismentaling of PSC pole 200 kg with concretin Nos. 87 332.65 28941.00

379 Dismentling of disc insulator DP 171 145.00 24795.00

380 Opening and dismentling of v cross arm no 57 33.60 1915.00

381 Opening of 11kv pin insulator pole 24 22.40 538.00

382 Opening of HG fuse set set 4 93.10 372.00

383 Dismentaline of Transformer 63 KVA no 4 838.00 3352.00

384 Dismentalineof 11 kv AB switch 200A set 4 271.00 1084.00

385 Dismentaline of LT cable km 1.2 1090.00 1308.00

386 Dismentaline of weasel conductor ckm 2.8 2003.40 5610.00

387 Dismentalineof top and base channel set 4 93.10 372.00

388 Dismentaline of GH fuse base channel set 4 93.10 372.00

Labour cess 1% on Erection & dismentling of Utility Shifting 613971.00

Total (Electric Work):- 62011042.00

Total Amount (Civil Work+Electrical Work) :- 632794697.00

1 Threshold limit :- Upper limit & Lower limit –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.

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

Widening and Strengthening work of Tharbitiya Railway Station to Ganpatganj via Singhawan & Shripur Road from 0+00 to 19+253 (Total Length-19.253 km) for the year 2025-26

Analysis of Finish Rate as per SOR-2025 (Revision- 01/04/2025, 29/04/2025 ,26/06/25 & 31/10/2025)

Cutting of trees stacking of serviceble material with all lifts and up to a lead of 1000 metres.

Clearing and Grubbing Road Land :

2.3 (i) A SOR Rate Finish rate per hectare. = 186,726.70

Dismantling of Structures :

Prestressed / Reinforced cement concrete grade M-20 & Above

2.4 c SOR Rate Finish rate per m3 = 1,850.90

Earth work in Excavation (Box Cutting) of foundation, Mechanical Means:

3.13 (i) B SOR Rate Finish rate per m3 = 102.90

Scarifying the Existing Bituminous Surface to a depth of 50mm

3.15 SOR Rate Finish rate per m3 = 8.20

Construction of Embankment with approved material obtained from Borrow pits :

3.16 SOR Rate Finish rate per m3 = 212.90

Construction of Embankment with approved materials deposited at site from roadway cutting:

3.17 SOR Rate without Royalty Finish rate per m3 = 61.90

GSB (Quarry Material), By Mix in Place Method:

4.1 B (i) SOR Rate = 1,360.80

Carriage of Agreegate 1.346 x 1547.84 = 2,083.63

Finish rate per m3 = 3,444.43

WMM Laying Using Grader :

4.14 B SOR Rate = 1,525.80

Carriage of Agreegate 1.410 x 1547.84 = 2,182.45

Finish rate per m3 = 3,708.25

5.01 A (i) SOR Rate = 50.30

Carriage of Emulsion 0.0007 x 1661.00 = 1.16

Finish rate per m2 = 50.78

Tack Coat on Bituminous Surfaces :

5.02 (i) SOR Rate = 15.10

Carriage of Emulsion 0.0002 x 1661.00 = 0.33

Finish rate per m2 = 15.24

Tack Coat on Granular Surfaces :

5.02 (ii) SOR Rate = 18.50

Carriage of Emulsion 0.00025 x 1661.00 = 0.42

Finish rate per m2 = 18.68

Recycling of Bituminous Pavement with Central Recycling Plant Using by Dense Graded bituminous macadam (Grade - I)

5.13 B Gr-1 SOR Rate = 9,696.30

Carriage of Aggregate 00.707 x 1630.78 = 1,152.96

Carriage of reclaimed material 00.303 x 275.90 = 83.60

Carriage of Bitumen 00.08100 x 1496.30 = 121.20

Finish rate per m3 = 10,953.71

Dense Graded Bituminous Macadam (Grade - II)

5.4 B SOR Rate = 11,210.10

Carriage of Aggregate 01.441 x 1630.78 = 2,350.42

Carriage of Bitumen 00.1039 x 1496.30 = 155.47

Finish rate per m3 = 13,587.27

Bituminous Concrete (Grade - II)

5.5 B SOR Rate = 12,899.30

Carriage of Aggregate 01.459 x 1630.78 = 2,378.67

Carriage of Bitumen 00.1274 x 1496.30 = 190.63

Finish rate per m3 = 15,310.77

Dry Lean Cement Concrete Sub- base:

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.150 x 0.00 = 0.00

Finish rate per m3 = 5,198.86

Cement Concrete Pavement (PQC)

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.400 x 0.00 = 0.00

Carriage of Steel 0.0114 x 0.00 = 0.00

Finish rate per m3 = 8,174.86

Geocell for Slope protection

7.17 SOR Rate Finish rate per m2 = 150.30

Geosynthetics mat on the slope

7.18 SOR Rate Finish rate per m2 = 80.20

Printing new letter and figures of any shade with synthetic enamel paint

8.03 i SOR Rate Finish rate per cm height per letter = 1.40

8.03 ii SOR Rate Finish rate per cm height per letter = 0.80

Retro- reflectorised Traffic signs

8.04 (ii) 90 cm Equilateral Triangle = 6,530.80

Carriage of Agreegate 0.1080 x 1630.78 = 176.12

Carriage of Course Sand 0.0540 x 1858.34 = 100.35

Carriage of Cement 0.0340 x 0.00 = 0.00

Carriage of Steel 0.0028 x 0.00 = 0.00

Finish rate per each. = 6,807.27

8.04 (vi) 90 cm Circular = 9,761.80

Carriage of Agreegate 0.1080 x 1630.78 = 176.12

Carriage of Course Sand 0.0540 x 1858.34 = 100.35

Carriage of Cement 0.0340 x 0.00 = 0.00

Carriage of Steel 0.0028 x 0.00 = 0.00

Finish rate per each. = 10,038.27

8.04 (x) 80 cm x 60 cm Rectangular = 7,993.30

Carriage of Agreegate 0.1080 x 1630.78 = 176.12

Carriage of Course Sand 0.0540 x 1858.34 = 100.35

Carriage of Cement 0.0340 x 0.00 = 0.00

Carriage of Steel 0.0028 x 0.00 = 0.00

Finish rate per each. = 8,269.77

8.04 (xv) 90 cm high Octagon = 10,158.60

Carriage of Agreegate 0.1080 x 1630.78 = 176.12

Carriage of Course Sand 0.0540 x 1858.34 = 100.35

Carriage of Cement 0.0340 x 0.00 = 0.00

Carriage of Steel 0.0028 x 0.00 = 0.00

Finish rate per each. = 10,435.07

Direction and Place Identification signs upto 0.9 sqm size board

Carriage of Agreegate 0.1080 x 1630.78 = 176.12

Carriage of Course Sand 0.0540 x 1858.34 = 100.35

Carriage of Cement 0.0487 x 0.00 = 0.00

Carriage of Steel 0.0033 x 0.00 = 0.00

Finish rate per each. = 14,851.67

Direction and Place Identification signs with size more than 0.9 sqm size board

Carriage of Agreegate 0.2160 x 1630.78 = 352.25

Carriage of Course Sand 0.1080 x 1858.34 = 200.70

Carriage of Cement 0.0975 x 0.00 = 0.00

Carriage of Steel 0.0065 x 0.00 = 0.00

Finish rate per each. = 15,793.65

Providing and erecting overhead signs (Truss and Vertical Support)

8.07 A SOR Rate Finish rate per tonne. = 85,133.80

Providing and erecting overhead signs (Aluminium Alloy Plate for Over Head Sign)

8.07 B SOR Rate Finish rate per tonne. = 15,109.00

Painting two coats after filling the surface with synthetic enamel paint

8.08 SOR Rate Finish rate per Sqm = 104.50

Providing and applying two coats of ready mix paint of approved brand on steel surface

8.09 SOR Rate Finish rate per Sqm = 91.90

Road Marking with Hot Applied Thermoplastic:

8.13 SOR Rate Finish rate per Sqm = 684.80

Kilo Metre Stone :

8.14 (i) SOR Rate 5th Km post = 4,060.10

Carriage of Agreegate 0.3525 x 1630.78 = 574.85

Carriage of Course Sand 0.1763 x 1858.34 = 327.53

Carriage of Cement 0.1077 x 0.00 = 0.00

Carriage of Steel 0.0037 x 0.00 = 0.00

Finish rate per each. = 4,962.48

8.14 (ii) SOR Rate Ordinary Km post = 2,324.30

Carriage of Agreegate 0.2424 x 1630.78 = 395.23

Carriage of Course Sand 0.1212 x 1858.34 = 225.19

Carriage of Cement 0.0741 x 0.00 = 0.00

Carriage of Cement 0.0019 x 0.00 = 0.00

Finish rate per each. = 2,944.72

8.14 (iii) SOR Rate Hectometer post = 703.90

Carriage of Agreegate 0.0431 x 1630.78 = 70.27

Carriage of Course Sand 0.0215 x 1858.34 = 40.04

Carriage of Cement 0.0132 x 0.00 = 0.00

Carriage of Steel 0.0020 x 0.00 = 0.00

Finish rate per each. = 814.21

Road Delineators

8.15 SOR Rate = 795.30

Carriage of Agreegate 0.108 x 1630.78 = 176.12

Carriage of Course Sand 0.054 x 1858.34 = 100.35

Carriage of Cement 0.034 x 0.00 = 0.00

Finish rate per each. = 1,071.77

Reflective Raised Pavement Marker with Shank (Cat Eye/Road Stud)

8.35 b SOR Rate Finish rate per each. = 300.30

Excavation for Structures

9.01 I A i SOR Rate Finish rate per m3 = 192.20

Sand Filling in Foundation Trenches

9.02 SOR Rate = 799.70

Carriage of Fine/Local Sand 1.200 x 136.26 = 163.51

Finish rate per m3 = 963.21

Laying Reinforced cement concrete pipe NP4

9.04 A SOR Rate = 7,788.60

Carriage of Cement 0.0040 x 0.00 = 0.00

Carriage of Sand 0.0056 x 1858.34 = 10.41

Carriage of Aggregate 0.3600 x 1630.78 = 587.08

Carriage of Hume Pipe 1.0000 x 234.24 = 234.24

Finish rate per m = 8,620.33

Plain cement concrete in foundation (PCC Grade M15)

9.06 A C-II SOR Rate = 4,781.60

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.275 x 0.00 = 0.00

Finish rate per m3 = 7,085.56

Reinforced Cement Concrete (RCC Grade M20)

9.06 C C-II SOR Rate = 5,335.40

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.347 x 0.00 = 0.00

Finish rate per m3 = 7,639.35

Excavation for Structures (Depth upto - 3.0m)

Finish rate per no = 205.90

Sand Filling in foundation Trenches:

12.03 SOR Rate = 872.70

Carriage of Local Sand 1.200 x 136.26 = 163.51

Finish rate per m = 1,036.21

Providing and constructing one span service road to reach island location.

Steel liner 10 mm thick:

Carriage of Steel 1.050 x 0.00 = 0.00

Finish rate per mt. = 103,569.00

Cement concrete for reinforced concrete in Pile Cap (RCC Grade M35)

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.422 x 0.00 = 0.00

Finish rate per m3 = 7,894.66

Levelling course for Pile cap (PCC Grade M15)

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.275 x 0.00 = 0.00

Finish rate per m3 = 6,657.66

HYSD bar reinforcement in foundation:

Carriage of Steel Finish rate per each = 73,170.40

Finish rate per mt. = 73,170.40

RCC M-30 in Sub-structure:

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.407 x 0.00 = 0.00

Finish rate per m3 = 8,234.86

RCC M-35 in Sub-structure: (Height Upto - 5.0m)

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.422 x 0.00 = 0.00

Finish rate per m3 = 8,388.56

HYSD bar reinforcement in sub-structure:

Carriage of Steel Finish rate per each = 73,404.40

Finish rate per mt. = 73,404.40

Finish rate per each = 154.00

Back filling (Sandy Material)

Carriage of Local Sand 1.200 x 136.26 = 163.51

Finish rate per m3 = 1,551.61

Carriage of Agreegate 1.200 x 1630.78 = 1,956.94

Finish rate per m3 = 3,580.94

Elastomeric Bearing:

Finish rate per cubic centimetre = 0.96

POT-PTFE Bearing Consisting of a Metal:

13.16 SOR Rate Finish rate per cubic centimetre = 0.00

RCC M-30 in Super-Structure:

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.407 x 0.00 = 0.00

Finish rate per m3 = 8,705.46

RCC/PSC Grade M-40 in Super-Structure: Height- 5m to 10m

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.430 x 0.00 = 0.00

Finish rate per m3 = 9,203.06

HYSD bar reinforcement in Super-Structure:

Carriage of Steel 1.050 x 0.00 = 0.00

Finish rate per mt. = 73,638.20

Cement concrete Wearing Coat M-30

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.407 x 0.00 = 0.00

Carriage of Steel 0.075 x 0.00 = 0.00

Finish rate per m3 = 13,246.16

RCC Railing of M30

Carriage of Agreegate 0.0768 x 1630.78 = 125.24

Carriage of Course Sand 0.0384 x 1858.34 = 71.36

Carriage of Cement 0.0347 x 0.00 = 0.00

Carriage of Steel 0.0181 x 0.00 = 0.00

Finish rate per m = 2,033.00

Drainage Spouts :

Finish rate per each = 5,597.30

PCC M15 Grade leveling course below approach slab:

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.275 x 0.00 = 0.00

Finish rate per m3 = 6,657.66

RCC M30 Reinforced cement concrete approach slab including Steel:

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.406 x 0.00 = 0.00

Carriage of Steel 0.050 x 0.00 = 0.00

Finish rate per m3 = 11,485.36

Painting on Concrete Surface:

Finish rate per m3 = 129.40

Strip Seal Expansion Joint :

Finish rate per m = 13,863.30

Excavation for Structures

Finish rate per m3 = 205.90

Plain cement concrete in foundation (PCC Grade M15)

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.275 x 0.00 = 0.00

Finish rate per m3 = 7,427.16

Plain Cement Concrete (PCC Grade M20)

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Finish rate per m3 = 7,999.75

Reinforced Cement Concrete (RCC Grade M20):

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.347 x 0.00 = 0.00

Finish rate per m3 = 8,395.76

HYSD bar Reinforcement in Foundation:

Carriage of Steel 1.050 x 0.00 = 0.00

Finish rate per mt. = 73,170.40

Finish rate per m2 = 73,170.40

Finish rate per Each = 154.00

Plain Cement Concrete (PCC Grade M15) Below approach slab

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Finish rate per m3 = 5,702.75

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.407 x 0.00 = 0.00

Carriage of Steel 0.050 x 0.00 = 0.00

Finish rate per m3 = 11,354.15

Drainage Spouts

15.17 SOR Rate Finish rate per Each = 1,058.30

Wearing Coat M-30

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.407 x 0.00 = 0.00

Carriage of Steel 0.075 x 0.00 = 0.00

Finish rate per m3 = 13,268.16

2 coats of Water Based Cement Paint

Finish rate per m2 = 129.40

Expansion Joint

Finish rate per m = 500.20

Carriage of Fine/Local Sand 1.200 x 136.26 = 163.51

Finish rate per m3 = 957.61

Carriage of Agreegate 1.200 x 1630.78 = 1,956.94

Finish rate per m3 = 3,580.94

Painting with synthetic enamel paint bridge No. and span arrangements

15.25 SOR Rate = 223.90

Boulder Laid Dry without Wire Crates

Carriage of Agreegate 0.200 x 1630.78 = 326.16

Carriage of Boulder 1.000 x 1547.84 = 1,547.84

Finish rate per m3 = 3,610.30

Boulder Apron Laid in Wire Crates

Carriage of Agreegate 0.200 x 1630.78 = 326.16

Carriage of Boulder 1.000 x 1547.84 = 1,547.84

Finish rate per m3 = 3,960.10

Apron with Cement Concrete Blocks

Carriage of Agreegate 0.900 x 1630.78 = 1,467.70

Carriage of Course Sand 0.450 x 1858.34 = 836.25

Carriage of Cement 0.275 x 0.00 = 0.00

Finish rate per m3 = 7,244.56

Boulder Pitching on Slopes

Carriage of Agreegate 0.200 x 1630.78 = 326.16

Carriage of Boulder 1.000 x 1547.84 = 1,547.84

Finish rate per m3 = 3,610.30

Filter Material underneath Pitching in Slopes

Carriage of Agreegate 1.200 x 1630.78 = 1,956.94

Finish rate per m3 = 3,862.04

Carriage of Cement (CM1:3) 0.0678 x 0.00 = 0.00

Carriage of Sand (CM1:3) 0.1397 x 1858.34 = 259.52

Carriage of Cement (Flooring) 0.0916 x 0.00 = 0.00

Carriage of Sand (Flooring) 0.1499 x 1858.34 = 278.47

Carriage of Aggregate (Flooring) 0.2997 x 1630.78 = 488.74

Carriage of Aggregate (Spalls) 0.2000 x 1630.78 = 326.16

Carriage of Boulder 1.0000 x 1547.84 = 1,547.84

Finish rate per m3 = 7,401.43

Carriage of Agreegate 0.200 x 1630.78 = 326.16

Carriage of Boulder 1.000 x 1547.84 = 1,547.84

Finish rate per m3 = 3,701.80

Jr. Engineer Asst. Engineer Executive Engineer

Widening and Strengthening work of Tharbitiya Railway Station to Ganpatganj via Singhawan & Shripur Road from 0+00 to 19+253 (Total Length-19.253 km) for the year 2025-26

Details of Lead Chart for Carriage of Material

Quarry Surfaced Unsurfaced Katcha Railway 0

1 Stone Metal / Boulder from Pakur by Road & Rail

Mirzachawki Quarry to Mirzachowki R/S 4 1 - -

Mirzachawki R/S to Saharsa R/S - - - 190

Saharsa to Work Site 53 - - -

2 Stone Metal / Boulder from Sheikhpura by Road & Rail

Sheikhpura Quarry to Sheikhpura R/S 4 1 - -

Sheikhpura R/S to Sonbarsa Kachahri R/S - - - 143

Saharsa to Work Site 53 - - -

3 Stone Metal / Boulder from Sahebganj by Road

Sahebganj to Manihari Ghat 8 1 22 -

Manihari Ghat to Gulab Bag 55 - - -

Gulab Bag to Araria O mile 38 - - -

Araria O mile to Rampur more (Forbeshganj) 33 - - -

Rampur more to Kishanpur Chowk 2 - - -

Kishanpur Chowk to Work Site 2 - - -

3 Bitumen form Barauni

Barauni to Work site 152 - - -

4 Emulsion from Muzaffarpur 26.093829, 85.382888

Muzaffarpur to Work Site 179 - - -

5 Course Sand form Bhagalur

Bhagalpur to Work site 176 - 2 -

6 Cement/Steel from Local

Saharsa to Regania 0 - - -

Saharsa to Work Site 3 - - -

7 Hume Pipe from Saharsa

Dalkhola to Gulabbag (Omile) 38 - - -

Gulabbag to Hridaynagar Chowk 42 - - -

Hridaynagar Chowk to Work Site 3 - - -

7 Brick/Paver Block from Local @ 8 Km 7.00 Km 0.00 Km 1.00 Km 0.00 Km

8 Fine (Local) Sand @ 3 Km 2.00 Km 0.00 Km 1.00 Km 0.00 Km

Emulsion from Muzaffarpur Course Sand form Bhagalur Bitumen form Barauni

Stone Metal / Boulder from Sahebganj by Road Therbitiya Bishanpur to Ganpatganj Road Stone Metal / Boulder from Pakur by Road & Rail

Cement/Steel from Local Hume Pipe from Saharsa Fine (Local) Sand @ 3 Km Brick/Paver Block from Local @ 8 Km

Jr. Engineer Asst. Engineer Executive Engineer Superintending Engineer

Widening and Strengthening work of Tharbitiya Railway Station to Ganpatganj via Singhawan & Shripur Road from 0+00 to 19+253 (Total Length-19.253 km) for the year 2025-26

Analysis of Rate for Carriage of Material

1.1 Stone Metal upto 50mm from Mirzachawki by Road & Rail for Bituminos & Concrete Work

A= Mirzachawki Quary to Mirzachawki R/S 32 tonnes load 18 cum

Loading and Un loading = 92.90

B= Mirzachawki R/S to Saharsa R/S

Carriage for 190 Km. by Railway (Class - 150) = 353.50

Surcharge 15% = 53.03

Development Charges 5% = 17.68

OTC & DTC = 0.00

Sub Total Quarry to Saharsa R/S (a + b ) = 1020.60 (c)

D= Saharsa R/S to Work Site 32 tonnes load 18 cum

Grand Total Quarry to Work Site (c +d) = 1630.78 (f)

1.2 Stone Metal Above 50mm from Mirzachawki by Road & Rail

A= Mirzachawki Quary to Mirzachawki R/S 32 tonnes load

B= Mirzachawki R/S to Saharsa R/S

Carriage for 151 Km. by Railway (Class - 150) = 316.10

Surcharge 15% = 47.42

Development Charges 5% = 15.81

C= Loading and Un-loading @ 3 times (R/S to R/S) = 92.90 (c) 278.7

Sub Total Quarry to Saharsa R/S (a + b + c) = 937.66 (d)

D= Saharsa R/S to Work Site 32 tonnes load

Grand Total Quarry to Work Site (d + e) = 1547.84 (f)

2.1 Stone Metal upto 50mm from Sheikhpura by Road & Rail for GSB & WMM Work

A= Sheikhpura Quary to Sheikhpura R/S 32 tonnes load

B= Sheikhpura R/S to Saharsa R/S

Carriage for 151 Km. by Railway (Class - 150) = 316.10

Surcharge 15% = 47.42

Development Charges 5% = 15.81

C= Loading and Un-loading @ 1 times (R/S to R/S) = 92.90 (c)

Sub Total Quarry to Saharsa R/S (a + b + c) = 937.66 (d)

D= Saharsa R/S to Work Site 10 tonnes load

Grand Total Quarry to Work Site (d + e) = 1547.84 (f)

2.2 Stone Metal Above 50mm from Sheikhpura by Road & Rail for Boulder Work

A= Sheikhpura Quary to Sheikhpura R/S 32 tonnes load

B= Sheikhpura R/S to Saharsa R/S

Carriage for 151 Km. by Railway (Class - 150) = 316.10

Surcharge 15% = 47.42

Development Charges 5% = 15.81

C= Loading and Un-loading @ 1 times (R/S to R/S) = 92.90 (c)

Sub Total Quarry to Saharsa R/S (a + b + c) = 937.66 (d)

D= Saharsa R/S to Work Site 32 tonnes load

Grand Total Quarry to Work Site (d + e) = 1547.84 (f)

3.1 Stone Metal below 50mm from Sahebganj via Manihari Ghat by Road

B Loading and Un-loading @ 1 times 92.90 x 1 = 92.90 b

3.2 Stone Metal Abobe 50mm from Sahebganj via Manihari Ghat by Road

B Loading and Un-loading @ 1 times 92.90 x 1 = 92.90 b

3 Bitumen form Barauni

4 Emulsion from Muzaffarpur

For Gross Weight add 6% = 1.06 x 1661 Rate Rs 1661.00 Per mt

5 Course Sand form Bhagalur

Rate Rs 1858.34 Per cum

6 Cement/Steel from Local 10 tonnes load

Rate Rs 587.40 Per mt

7 Hume Pipe @ 1000mm Dia

Rate Rs 534.14 Per m

0.1 Hume Pipe @ 1200mm Dia

Rate Rs 669.15 Per m

7 Brick / Paver Block from Local 10 tonnes load

Brick / Paver Block from Local

Rate Rs 1236.80 Per %0 No

8 Fine (Local) Sand @ 3 Km

Rate Rs 136.26 Per cum

10 Reclaimed material from worksite to Plant Unit per MT

Jr. Engineer Asst. Engineer Executive Engineer