Construction of High Level RCC Bridge(2x16m) at Ch.28.54 Km of Immamganj-Karpi-Shahar telpa-Mehandia Road under Road Division, Arwal for the Year-2025-26.

Technical Sheet

Name of Work Construction of High Level RCC Bridge(2x16m) at Ch.28.54 Km of Immamganj-Karpi-Shahar telpa-Mehandia Road under Road Division, Arwal for the Year-2025-26

B.O.Q. Amount 71641954

Cost of B.O.Q. ( To be paid online) ( Non-refundable) 10000

Bid Processing Fee for BELTRON in Rs. (To be paid online in BELTRON A/C directly by the contractor) As per eproc2 website

Earnest Money (To be paid online/offline) 1432900

Time of Completion in months Including monsoon period 12 months

Date of Tender/Last date for submission of bid) 28.03.2026

ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Name of Work Construction of High Level RCC Bridge(2x16m) at Ch.28.54 Km of Immamganj-Karpi-Shahar telpa-Mehandia Road under Road Division, Arwal for the Year-2025-26 Cost of Work as per BOQ(Rs in Lakhs) Time of Completion in months Including non-working period 12 Months

Sactioned Amount. (A.A) 732.51 Lakhs Ref. of Sanction (A.A) RCD Bihar Patna Letter No.6308(S) dated 16.07.2025 Date of Tender 28.03.2026 upto 15:00 hrs

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

Address of the contractor & Contact No.

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 ITB CL15.1 Bid validity periods In days

2 Bid Security (a) Online Mode ITB CL16.1 IFB Amount To be entered (Rs in Lakhs)

(b) 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.) Amount To be entered (Rs in Lakhs)

Bid Security Amount - (in lakh) Bid Security Amount - Rs.

3 (i) Legal Status of Bidder. ITB CL4.3(a) L.No. 8131(s) we Dated 24.07.12

(ii) Place of Registration.

(iii) Principal place of Business

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

4 Total value of civil engineering construction work performed in last five years. 1. Annual Financial Turn Over usually not less than 50% of the estimated annual payments under the contract (Rs in Lakhs) ITB CL4.5(A) (a)

2020-21 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.47

2021-22 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.36

2022-23 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.26

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

Escalation Factor= 1.166

2024-25 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.08

5 Work Experience of Similar nature Satisfactory completed atleast one similar work of value not less than 10% of estimated value of contract (in Lakhs) ITB CL4.5(A) (b) Amount To be entered (Rs in Lakhs)

6 Minimum Quantities of work done as prime contractor in any one year during last five years executed, the minimum quantities of the items of work. Items Unit Quantity ITB CL4.5(A) (c)

• Concrete works (MORTH Specification Section 1703 all grades cum 1315.56 Value to be entered in unit cum

• Non Bituminous Sub –bases and Bases(GSB,WBM,WMM) (MoRTH Specification Sections 300,400) cum 456.92 Value to be entered in unit cum

• Earthwork in both excavation and embankement combined Quantity .......M3 cum Value to be entered in unit cum

• Bituminous Work (BM, DBM, BC, SDBC, COLD MIX) (MORTH Specification Sections 500 & 400) – cum 105.3 Value to be entered in unit cum

• 1200mm Dia Pile Work for HL Bridge cum 225

7 Experience of one Similar nature of work as prime contractor. Approved by Government/ govt. undertaking HL Bridge m 32

8 Bidding Capacity (In Lacs): 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=Number of years prescribed for completion of the Works (Construction period only) for which bids are invited.. B=Value (updated to the price level of the year indicated in Appendix) of existing commitments and on-going** works to be completed during the next...N... years (period of completion of the construction works for which bids are invited). Contract, commitment for OPRMC shall be evaluated as indicated in Contract data. ITB CL4.7

(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)

9 Availability of key items of Contractor's Equipment Type of Equipment/Maximum age No. Required (For the Project) Nos. Max. Age ITB CL4.5(B) (a) Nos./ Max. Age

Front end Loader 1

Concrete Mixes with Integral Weigh Batching facility 1

Concrete Batching and Mixing Plant (Minimum Capacity-15 m3/hr) 1

10 Personnel Personnel/Qualification/Contract Package Size (For the Project) ITB CL4.5(B) (b) Name of the Personnel and Experince in years

Project Manager/ B.E. Civil + 5 Years Experience (5 years as Manager) or Retired E.E 1

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

11 Evidence of access to Financial Resources (in Lacs) Evidence of access to or availability of creadit facilities (10% of estimated cost), certified by bankers (Not more than 3 months old). ITB CL4.2(i) Amount To be entered (Rs in Lakhs)

12 Proposed methodology and programme of construction. the proposed methodology and programme of construction, backed with equipment planning and deployment, duly supported with broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones (for all contracts over Rs. 5 Crore) ITB CL4.3(l)

13 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) ITB CL4.3(j)

14 Affidavit Justifying their capability of execution and completion of thje work as per technical specifications within the stipulated period of completion as per milestones. As per NIT

15 Undertaking (A)Regarding statements made in the required attachments are true and correct. (B)Able to invest a minimum of cost upto 25% of contract value of work during implementation of contract. ITB CL4.2(ii) 4.3 (h)

16 Time of Completion To be entered in months

17 Registration No.

18 I.T. & S.T. Registration

19 Affidavit for No Debar As per NIT

20 Power of Attorney ITB CL4.2(iv)

Executive Engineer RCD, Road Division, Arwal

BILL OF QUANTITY

Name of Work Construction of High Level RCC Bridge(2x16m) at Ch.28.54 Km of Immamganj-Karpi-Shahar telpa-Mehandia Road under Road Division, Arwal for the Year-2025-26

SL.No SOR No. MoRTH Spec. Description Unit Quantity Rate Amount S.F.Rate S.F.Amount

1 12.1 I, B (ii) Earthwork in excavation of foundations for structures in all kind of soil including all leads and lifts complete as per drawings and Technical Specifications Clause 304

2 12.22 Providing Steel Liner 10 mm, thick for Piles up-to scour level with all required accessories all complete job as per drawing and technical specifications sections 1100 M.T. 8.52 103,395.79 880,932.00 0.00 0.00

3 12.25 Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 100 m. (pile diameter-1200mm) m 550.00 15,780.34 8,679,187.00 137.69 75730.00

4 12.40 D case II Providing Reinforcement Cement Concrete M-35 Grade in Pile Caps excluding reinforcement all complete job as per drawings and technical Specifications Sections 1100, 1500 and 1700 Cum 305.69 6,749.18 2,063,157.00 117.03 35775.00

5 12.41 Case II Providing Levelling Course M-15 Grade below Pile Caps excluding reinforcement all complete job as per drawing and Technical Specifications Sections 1100, 1500 and 1700 Cum 23.98 5,780.31 138,612.00 122.17 2930.00

6 12.42 Supplying, fixing and placing TMT / HYSD bar reinforcement including cut & waistage for foundation all complete job as per drawings and Technical Specification Section 1600 M.T. 88.008 73,855.79 6,499,900.00 0.00 0.00

7 12.09A Providing and constructing temporary island for fixing of piling rig in water. ASSUMING DEPTHOF WATER 1M. Each 1.00 97,659.92 97,660.00 2570.30 2570.00

8 12.09 C Providing and constructing one span service road to each island location from one pier location to another pier location m 35.00 4,514.71 158,015.00 58.04 2031.00

9 SUBSTRUCTURE WORK

7 13.5 G (P) Case-I Plain Cement Concrete / Reinforced Cement Concrete M-30 Grade in Substructure excluding reinforcement all complete job as per drawings and Technical Specifications cum 905.85 7,042.03 6,379,023.00 117.03 106012.00

10 14.01F(i)q PSC in Seismic & transverse reaction block M 40 Grade Concrete cum 10.754 8,189.26 88,067.00 0.00 0.00

11 13.9B Back filling behind abutments, wing walls and return walls with selected imported granular material of approved quality, including all leads and lifts, all complete job as per drawings and Technical Specification Clause 305 and Clause 710.1.4 of IRC:78 cum 127.35 1,802.27 229,519.00 71.77 9140.00

12 13.08 Providing weep holes in Abutments, wing walls, Retaining, Return walls etc with 100 mm dia A.G. pipe, collar, M.S. clamps including cost of all materials and labour all complete job as per drawings and Technical Specifications Clause 2706 no. 920.00 153.90 141,588.00 0.10 92.00

13 13.16 Supplying and fixing of elastomeric seismic pads on abutment and piers complete as per drawings and Technical Specification Section 2000. cum 297600.00 1.00 297,600.00 0.00 0.00

14 13.6 Supplying, fixing and placing TMT / HYSD bar reinforcement including cut & waistage for Sub-Structure all complete job as per drawings and Technical Specification Section 1600 M.T. 119.282 74,089.79 8,837,578.00 0.00 0.00

15 13.10 Providing & laying of filter material media with granular material / stone crushed aggregates satisfying the requirements laid in Clause 2504.2.2 of morth specifications to a thickness of not less then 600 mm with smaller size cum 90.28 3,007.20 271,490.00 85.78 7744.00

SUPERSTRUCTURE WORK

16 14.1C,q (case i)ii Reinforced Cement Concrete M30 grade in superstructure excluding reinforcement complete as per drawings and Technical Specifications Sections 1500, 1700 and 2300 cum 198.92 8,007.02 1,592,756.00 117.03 23280.00

17 14.02 Supplying, fixing and placing TMT / HYSD bar reinforcement including cut & waistage for Superstructure all complete job as per drawings and Technical Specification Section 1600 M.T. 38.44 74,323.59 2,856,999.00 0.00 0.00

18 14.04 Providing RCC M-30 in Wearing Coat including centering, shuttering and its removal including cost of all materials, screening, handling materials at site all complete job as per approved design/ drawing/ relevant clauses of MORTH specifications ( 4rd revision and direction of E/I) cum 33.45 12,127.31 405,659.00 117.03 3915.00

19 14.09 Providing and fixing drainage spouts as per drawings and Technical Specifications Clause 2705 no. 12.00 5,595.84 67,150.00 0.00 0.00

20 14.21 Supplying and fixing of 40 mm wide Strip Seal Joints complete as per drawings and Technical Specifications Section 2600. m 37.80 13,862.70 524,010.00 0.00 0.00

21 14.7 Reinforced Cement Concrete Railing including kerb in M-30 grade including reinforcement complete as per drawings and Technical Specifications Sections 1500, 1600, 1700, 2200 and Clause 2703 m 82.00 1,943.22 159,344.00 9.97 818.00

22 14.10 Plain Cement Concrete M-15 Grade in leveling course under the approach slabs complete as per drawings and Technical Specifications Section 1700, 2100 & 2700. cum 12.60 5,780.31 72,832.00 122.17 1539.00

23 14.11 Reinforced Cement Concrete M-30 Grade in Approach Slab including reinforcement and form work complete as per drawings and Technical Specifications Sections 1500, 1600, 1700 and 2100 and Clause 2704. cum 25.20 10,344.05 260,670.00 117.03 2949.00

Approach Road:-

24 2.3(ii) A Clearing and grubbing road land including uprooting rank vegetation, grass, bush scrubs, saplings and trees of girth up to 300 mm, removal of stumps, disposal of unserviceable material and staking of serviceable material as per Technical Specification Clause 201 hect 0.41 194,886.40 79,903.00 0.00 0.00

25 3.16(I) Earth work in road embankment with ordinary soil ( vide classification of soil item -A) obtained from borrow pits all compete job as per Technical Specification Clause 305 and direction of E/Ic. cum 1128.09 212.90 240,170.00 3.53 3982.00

26 3.18 Construction of 300mm. Thick Subgrade and earthen shoulders with approved material satisfying the requirements of minimum soaked CBR value (6%) including all leads and lifts complete as per Technical Specifications Clause 305. cum 933.91 215.40 201,164.00 0.00 0.00

27 4.01 B (i) Providing Granular sub-base with coarse graded Grading-1 material including all leads and lifts all complete job as per drawing and Technical Specifications Clauses 401 & Direction of E/I. cum 476.40 2,799.55 1,333,706.00 93.63 44605.00

28 4.14 B Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. cum 437.45 3,033.17 1,326,860.00 100.21 43837.00

29 5.04 B Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 505 complete in all respects. cum 140.00 12,837.07 1,797,190.00 92.80 12992.00

30 5.05 B Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects. cum 70.00 14,558.06 1,019,064.00 74.44 5211.00

31 5.01(i) Providing and applying primer coat with bitumen emulsion on propared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means. sqm 1749.80 50.34 88,085.00 0.00 0.00

32 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 bitumonious / granular surface cleaned with mechanical broom. cum 3499.60 15.11 52,879.00 0.00 0.00

Miscellaneous Works

33 8.35 Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 nos 70.00 1,713.80 119,966.00 0.00 0.00

34 8.23 A Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground leve, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS: 1367 and IS: 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 RM 100.00 3,523.34 352,334.00 0.00 0.00

35 8.5 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 not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly disigned foundation with M15 grade cement concrete 45 x 45 60cm, 60 cm below ground level as per approved drawing sqm 1.92 14,744.97 28,310.00 15.86 30.00

36 8.3 (ii) Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade cm height/letter 1,000.00 0.80 800.00 0.00 0.00

37 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. 46.70 684.80 31,980.00 0.00 0.00

Slope Protection Work

38 16.02 Providing and laying boulder apron in wire crate for protection against scour with stone boulders weighting nit less than 40 kg each complete as per drawing and Technical specification. cum 213.80 3,413.18 729,738.00 78.55 16794.00

39 16.04 Providing and laying boulder in slope over prepared filter surface for protection against scour with stone boulders weighting nit less than 40 kg each complete as per drawing and Technical specification. cum 292.69 3,048.88 892,377.00 78.55 22991.00

40 16.05 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification cum 146.35 3,181.18 465,566.00 85.78 12554.00

41 12.08 A Case-II Plain/Reinforced cement concrete M-15 in open foundation complete as per drawing and technical specification and as per approved MORTH clause no.-1500, 1700, 2100. Cum 323.19 5,961.31 1,926,636.00 122.17 39484.00

42 12.08 B Case-II Plain/Reinforced cement concrete M-20 in open foundation complete as per drawing and technical specification and as per approved MORTH clause no.-1500, 1700, 2100. Cum 282.000 6505.67 1,834,599.00 122.17 34452.00

43 12.08 C Case-II Plain/Reinforced cement concrete M-20 in substructure complete as per drawing and technical specification as per approved MORTH clause no.-1500, 1700, 2200 . (Excluding reinforcement) (PCC in Wing wall and Return Wall) Cum 299.400 6965.37 2,085,432.00 117.03 35039.00

44 14.04 Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specification and 2702 Cum 26.586 12127.31 322,417.00 117.03 3111.00

45 14.11 Reinforced cement concrete M-30 approach slab approved slab including reinforcement and frame work complete as per drawing and technical specification 1500, 1600, 1700, 2704 cum 75.600 10344.05 782,010.00 117.03 8847.00

46 14.09 providing drainage spouts with 260 mm x 260 mm M.S. grading 100 mm dia 1.00 mm long G.I. Pipe including cost of all materials and labour as per approved design/drawing/ technical approved specification relevaent clause no.- 2705 MOST specification (5th revision) and direction of E/ Each 6.000 5595.84 33,575.00 0.00 0.00

47 14.7 Construction of R.C.C. railing of M-30 grade in site with 20 mm nominal size aggregate true of line and grade, tolurence of vertical R.C.C. ? post not to exceed 1 in 500 C/C spacing between vertical post not to be exceed 2000 mm, leaving adequates space between vertical post for expension complete as per approved drawing and technical specification as per approved MORTH clause no.- 2703, 1500, 1700 & 1600 M. 65.040 1943.22 126,387.00 9.97 648.00

48 16.08 A Providing and laying/flooring complete as per drawing and technical specifications laid over cement concrete bending, rubble stone laid in cement mortar (1:3) as per approved MORTH clause no. 2505 For apron Cum 34.200 5749.584 196,636.00 0.00 0.00

49 16.01 A Providing and laying boulders apron on river bed for protection against scour with stone boulder weighing not less than 40 kg. each complete as per drawing and technical specification boulder laid dry with without wire crates as per approved MORTH clause no. 2504 cum 256.800 3048.88 782,952.00 78.55 20172.00

50 13.10 Providing and laying filter media with granular materials/ stone chips & crushed aggregate satisfying the requirements laid down in clause 2504.2.2 of MORTH specification to a thickness of not less than 600 mm with smaller size towards the wall spill and bigger size towards the wall and provided over the entire surface behind abutment wing wall and return wall to the fill height compacted to a firm condition as per drawing and technical specification as per approved MORTH clause no. 2504 Cum 102.237 3007.20 307,447.00 85.78 8770.00

51 14.16 Painting and concrete surface (Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil grease, effloresce and applying paint @ of 1 litter for 2 sqm as per approved MORTH clause no. 800 Sqm 71.544 129.20 9,243.00 0.00 0.00

52 14.17 (ii) Filter joint providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specification as per approved MORTH clause no. 2605 M 72.000 500.10 36,007.00 0.00 0.00

53 13.9 B Back filling behind abutment wing wall and return wall with sandy material complete as per drawing and technical specifications as per approved MORTH clause no. I.R.C. 78. 2200 Cum 262.911 1802.27 473,836.00 71.77 18869.00

54 15.11 A Case ii Plain/Reinforced cement concrete M-15 in open foundation complete as per drawing and technical specification and as per approved MORTH clause no.-1500, 1700, 2100. Cum 108.000 6232.807 673,143.00 122.17 13194.00

1% Labour Cess(Rs.) ,59,49,84.29

Seigniorage Fee(Rs.) ,62,01,07.00

Total Amt. (Rs.) 71,64,19,54.29

Permissible limit.

1 Amount for Bid Rs.

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. Arwal

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

Quantity at a Glance

Earth Work in Excavation

1. Foundation 1.Box Culvert(1/33/0) 1.Retaining Wall Total Item No.

Bearing and Seismic Pad

14.Substrucrture 15.Substrucrture

RCC M30 in Super Structure

1.Substructure Work 3.Retaining Wall

(1/33/0) Box Culvert Retaining wall Substrucrture

HYSD in Sub Structure

(1/33/0) Box Culvert Retaining wall Substrucrture