RESTORATION WORK OF (ward No-62) SUDHARSHAN PATH FORM RELIANCE MART TO KANYA MANDIR (AGAMKUAN MAROOFGANJ) NEAR PATNA SAHIB RAILWAY STATION 0.820 KM. (TOTAL LENGTH- 3.89 KM.) FOR THE YEAR 2025-26

Report Type Conventions Code Conventions Code No of Items 1

3 1 --> Item | Spec -- vendor || Vender Name Vend Serial No SlNo Diff in cells b/n Items 1

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Vend 2 I 5 SSlNo 2 I 5 J 74 SSlNo

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1 I 7 I 74 2 I 7 I 74 SSlNo

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Technical Sheet

Name of Work RESTORATION WORK OF (ward No-62) SUDHARSHAN PATH FORM RELIANCE MART TO KANYA MANDIR (AGAMKUAN MAROOFGANJ) NEAR PATNA SAHIB RAILWAY STATION- 0.820 KM. (TOTAL LENGTH- 3.89 KM.) FOR THE YEAR 2025-26 Cost of Work as per BOQ(Rs in Lakhs) 0.19200 Time of Completion in months 3 ALL COLOURED CELL TO BE FILLED ACCORDINGLY

A.A Sanctioned Amount 273.56 Lakh Vide Dept. Letter No- 7242(S), Dated- 14.08.2025

Sactioned Amount in T.S 282.33 Lakh Date of Sanction C.E., South RCD Patna vide Lt. No.-2864(we), Dt.-22.8.2026 Date of Tender 24.7.2026

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 120 120 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 and shall be pledged in favour of the Executive Engineer, Patna City Road Division, RCD, Gulzarbagh, Patna-7. Amount To be entered (Rs in Lakhs)

Bid Security Amount - (Rs. In Lakhs) Bid Security Amount - Rs.

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 (If any) or Not 4.2(iv)

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 Amount under the contract (Rs in Lakhs) 4.5(A) (a)

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

Escalation Factor= 1.47

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

Escalation Factor= 1.36

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

Escalation Factor= 1.26

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

Escalation Factor= 1.16

2025-26 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.08

4 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) 4.5(A) (b) Amount To be entered (Rs in Lakhs)

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

EarthWork cum NIL Value to be entered in unit cum

R.C.C./P.C.C./D.L.C cum NIL Value to be entered in unit cum

Non Bituminious (GSB/WMM) cum NIL Value to be entered in unit cum

Bitumious (BM/DBM/SDBC/BC/ Mastic) cum 0.800

Value to be entered in unit sqm

6 Bidding Capacity in lakh 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 Page - Amount To be entered (Rs in Lakhs)

(b) Work for which Bid already submitted Page - 49 Amount To be entered (Rs in Lakhs)

7 Availability of key items of Contractor's Equipment Type of Equipment/Maximum age No. Required ( Rs.1.00-5.00 Crore) Nos. Max. Age 4.5(B) a Nos./ Max. Age

Moter Grader 1 Life of machine - two years or 5 years on 24.7.2026 which ever is more.

Front end Loader

Smooth Wheeled Roller 1

Vibratory Roller 1

Fully Computerized Hot Mix Plant with Electronic controls (Minimum 40-60 TPH Capacity) 1

Paver Finisher with Electronic Sensor 1(Mechnical)

Bitumen Sprayer 1

Concrete Mixes with integral weigh batching facilty 1 (Drum Mixer)

Concrete Batching and mixing plant (Minimum capacity -15cu.m. /hrs.)

Paver Finisher for Laying WMM material

Quality Control Equipment one complete set. 1

TOTAL = 08 Nos. + 01 Set

8 Key Personnel Personnel/Qualification/Contract Package Size (2.00 to 10.00 Crore) 4.5(B) (b) Name of the Personnel and Experince in years

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

Site Engineer / B.E. Civil + 7 Years Experience ( 3 years in Road Construction ) or retired A.E. 1

Plant Engineer / B.E. Mech /Civil+ 5 Years Experience or Diploma in Mechanical + 7 Years Experience or retired J.E. 1

Quantity Surveyor / B.E. Civil. + 5 Years Experience or Diploma in Civil + 7 Years Experience

Soil & Material Engineer / B.E., Civil + 7 Years Experience.

Survay Engineer / B.E., Civil + 3 Years Experience.or Diploma in Civil + 5 Years Experience

Site Supervisioior /Fresh Graduate in Civil or Diploma in Civil + 3 Years Experience or retired I.T.I. Holder. 1

Total = 03 Nos.

9 Evidence of accesses to Financial Resources Evidence of access to or availability of creadit facilities (10% of estimated cost), certified by bankers (Not more than 3 months old). (Rs in Lakhs). 4.2(i) Amount To be entered (Rs in Lakhs)

10 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)

11 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)

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

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

14 Time of Completion 3.00 Month To be entered in months

15 Registration No.

16 I.T. & G.S.T. Registration

17 NOC for Debar (If required)

Executive Engineer, Patnacity Road Division, Gulzarbagh

BILL OF QUANTITY FOR RESTORATION WORK OF (ward No-62) SUDHARSHAN PATH FORM RELIANCE MART TO KANYA MANDIR (AGAMKUAN MAROOFGANJ) NEAR PATNA SAHIB RAILWAY STATION 0.820 KM. (TOTAL LENGTH- 3.89 KM.) FOR THE YEAR 2025-26

1 Date of Tender :- 24.7.2026

2 Amount of BOQ :- Rs. 28,233,278.00

3 Cost of B.O.Q :- Rs. 10,000.00

4 Bid Processing fee Rs. 5,900.00

5 Earnest Money :- Rs. 564,700.00 564665.56

6 Time of Completion :- 03(Three) months

Sl. No. S.O.R. No. Description of Item Quantity Unit Rate (Rs.) Amount (Rs.)

1 Excavation for Structures :-

S.O.R. 9.01 (B)i Excavation for Structures :- Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. m3 121.70 0.00

2 Disposal of Excavated material upto 5.00 km m3 36.60 0.00

3 Local Sand Filling

9.02 Local Sand Filling in Foundation Trenches as per Drawing & Technical Specification. m3 414.62 0.00

4 Granular Sub-Base with Close Graded Material (Table:- 400-1)

4.01 B (i) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. m3 2824.12 0.00

5 Dry Lean Cement Concrete Sub - base

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. m3 4342.12 0.00

6 Cement concrete Pavement

6.02 Construction of Un-reinforced, dowel jointed, plain cement concrete pavement (M30) over a prepared sub-base with 43 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. m3 7587.06 0.00

1 Tack Coat on Cement concrete pavement

5.02 (iii) Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared Cement concrete pavement cleaned with mechanical broom. 21665.00 m2 33.06 716245.00

2 Dense graded Bituminous Macadam Grading-II

5.04 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. 168.987 m3 16929.81 2860918.00 1126.58 168.987

3 (5.14) Mastic Asphalt

Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100 0C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515. 17332.00 m2 1124.89 19496593.00

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. 546.12 m2 647.60 353667.00

5 Cats Eye/ Road Studs

8.35 (B) Supplying and fixing of raised pavement marker with made of aluminium alloy or plastic body moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High Impact Polystyrene) or Acrylonitrite Butadiene Styrene (ABS) or any other suitable material approved by the Engineer. The marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of............. 547.00 No 302.30 165358.00

Sub Total (A). Rs.- 23592781.00

Add Seigniorage Fee 97798.00

Add 1% Labour Cess on Sub Total (A) Rs.- 235928.00

Sub- Total (B) = 23926507.00

Add 18% GST on Sub Total (B) Rs.- 4306771.00

Grand Total Rs.- 28233278.00

Executive Engineer Patnacity Road Division, Gulzarbagh, 0 0

Permissible limit

Name of Work:- RESTORATION WORK OF (ward No-62) SUDHARSHAN PATH FORM RELIANCE MART TO KANYA MANDIR (AGAMKUAN MAROOFGANJ) NEAR PATNA SAHIB RAILWAY STATION - 0.820 KM. (TOTAL LENGTH- 3.89 KM.) FOR THE YEAR 2025-26

Threshold limit :- Upper limit & Lower limit –Contractor is allowed to quote the rate as per As per order issued by Engineer in Chief (Work Management) RCD, Bihar, Patna vide letter No.-7635(E)we, Dated-23.12.2022 .

2 Name of the Contractor :-

3 Address of the Contractor :-

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

Executive Engineer Patnacity Road Division, Gulzarbagh, 0

Permissible Limit Sheet

Name of Work:- RESTORATION WORK OF (ward No-62) SUDHARSHAN PATH FORM RELIANCE MART TO KANYA MANDIR (AGAMKUAN MAROOFGANJ) NEAR PATNA SAHIB RAILWAY STATION 0.820 KM. (TOTAL LENGTH- 3.89 KM.) FOR THE YEAR 2025-26

1 Amount of BOQ :- ₹ 28,233,278.00

Threshold limit :- As per Guideline for emergent nature of work vide Letter No- 7930(E), Dated - 16.102019, Rate above BOQ is not permitted & as per Departmental Letter No - 4439(E), Dated - 17.7.2023 additional Performance Guarantee is applicable as per Departmental letter No.-447(S), Dated-16.01.2020

2 Name of the Contractor :-

3 Address of the Contractor :-

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

5 Registration No

6 Affidativ as per NIT

7 Cost of BOQ `10,000.00

8 Earnest Money `5,64,700

Executive Engineer Patnacity Road Division, Gulzarbagh,