RE NIT 1/2026-27/FCD/BEGUSARAI/GR01

Technical Sheet

Name of Work Residual Work of Construction of proposed alternative embankment and black top road on top of it to protect extension project of B.T.P.S(Barauni Thermal Power Station) Cost of Work as per BOQ(Rs in Lakhs) 49273182 Time of Completion in months 31.03-2027 i.e 11 Months ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Sactioned Amount Date of Sanction Date of Tender 07.05.2026

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 the period mentioned in NIT. A Bid valid for a shorter period shall be rejected by the Employer as non-responsive 120 Days Bid validity periods In days

2 Bid Security (A) Unconditional bank guarantee from any scheduled/Nationalized Indian bank Amount To be entered (Rs in Lakhs)

(B) Earnest Money can be paid through Internet Payment Gateway (Credit/Debit Card), Net Banking, NEFT/RTGS in online mode. Amount To be entered (Rs in Lakhs)

Bid Security Amount - (Rs.) 985500 Bid Security Amount - (Rs in Lakhs).

3 (i) Legal Status of Bidder.

(ii) Place of Registration.

(iii) Principal place of Business

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

4 Total value of civil engineering construction work performed in last five years. 1. Annual Financial Turn Over usually not less than half times the estimated cost of work for which bid has been invited (Rs in Lakhs) Attach ATO such as profit and loss statements and auditor's reports for the past five years; As per clause 4.3(f) of ITB of SBD 0.400

2021 - 2022 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.36

2022 - 2023 Amount To be entered (Rs in Lakhs)

Escalation Factor= 1.36

2023 - 2024 Amount To be entered (Rs in Lakhs)

2024 - 2025 Amount To be entered (Rs in Lakhs)

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

Escalation Factor= 1.47

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) 0.000 Amount To be entered (Rs in Lakhs)

6 Minimum Quantities of work done as prime contractor in any one year during last five years. Items Unit Quantity

Earth work (Excavation, filling,back filling) cum 3800 Value to be entered in unit Cum.

Bituminous work (DBM/BM/SDBC/BC/PMC in M3) cum 300 Value to be entered in unit Cum.

Non Bituminous work (GSB/WMM/WBM in M3) cum 2470

Protection Work(Pitching/Crating/Soling with Boulder/Brick/Geo Bag/E.C Bag/Nylon Crates/Gabians etc) cum 410 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 0.800

(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 Nos. Max. Age in years Nos./ Max. Age

Tractor/Tipper/ Dumper 10/5/5 5/6/6

Excavator/Poclain/Front end loader or any other loading machine 1/1/1 8

Vibratory Roller/Smooth wheeled roller/Sheep Foot roller 1 6

Fully Computorised Hot Mix Plant with electronic controls (40-60) TPH capacity) 1 5

Motor Grader 1 5

Paver Finisher with Electronic Sensor 1 5

9 Key Personnel Personnel/Qualification/Contract Package Size Nos Name of the Personnel and Experince in years

Site Engineer/ B.E. Civil+ 07 years exp. (3 years in Irrigation work and Road Construction) or retired A.E. 1

Site Supervisor/Fresh Graduate in Civil or Diploma Civil+03 years Exp. Or retired ITI Holder 1

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

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)

13 Affidavit Regarding statements made in the required attachments are true and correct and as per NIT /SBD.

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

15 Undertaking regarding Non Association with Officials As per Clause 38 of SBD To be entered in months

16 Registration

17 I.T. & GST Registration

18 NOC for Debar (If required)

19 Character Certificate

20 Any other documents required to be submitted as per NIT and SBD

QUALIFICATION INFORMATION

The information to be filled in by the Bidder in the following pages will be used for purposes of post qualification as provided for in Clause 4 of the Instructions to Bidders. This information will not be incorporated in the Contract.

NAME OF THE CONTRACTOR

1 For Individual Bidders

1.1 Constitution or legal status of Bidder (Attach copy)

Place of registration :

Principal place of business :

Power of attorney of signatory of Bid (Attach)

1.2 Total value of Civil Engineering construction work performed in the last five years** (in Rs. Million)

1.3.1 Work performed as prime contractor, work performed in the past as a nominated sub- contractor will also be considered provided the sub-contract involved execution of all main items of work described in the bid document, provided further that all oth

NAME OF THE CONTRACTOR

Project Name Name of the Employer* Description of work Contract No. Value of Contract (Rs. In Crore) Date of issue of work order Stipulated period of completion Actual date of completion* Remarks explaining reasons for delay & work completed)

* Attach certificate(s) from the Engineer(s)-in-Charge

** Upto last day of the month Immediately preceding the last date of bids received. (PWD letter no. 2863(E) dt. 7.6.2017

 Attach certificate from Chartered Accountant.

1.3.2 Quantities of work executed as prime contractor, work performed in the past as a nominated sub-contractor will also be considered provided the sub-contract involved execution of all main items of work described in the bid document, provided further

NAME OF THE CONTRACTOR

Year Name of the work Name of the Employer* Quantity of work performed (cum) @ Remarks

sheet pile E/W pcc/rcc/psc masonary work Remarks* (indicate contract Ref)

1.4 Information on Bid Capacity (works for which bids have been submitted and works which are yet to be completed) as on the date of this bid.

(A) Existing commitments and on-going works:

NAME OF THE CONTRACTOR

Description of works Place & State Contract No. Name & Address of Employer Value of Contract (Rs Cr) Stipulated Period of Completion Value of works* remaining to be completed (Rs Cr) Anticipated date of completion

* Attach certificate(s) from the Engineer(s)-in-Charge

The item of work for which data is requested should tally with that specified in ITB clause 4.5A ©

** Immediately preceding the financial year in which bids are received.

# Delete, if prequalification has been carried out.

(B) Works for which bids already submitted :

Description of works Place & State Name & Address of Employer Estimated value of works (Rs Cr) Stipulated period of completion Date when decision is expected Remarks, if any

1.5 Availability of key items of Contractor’s Equipment essential for carrying out the Works [Ref. Clause 4.5(B)(a)]. The Bidder should list all the information requested below. Refer also to Sub Clause 4.3 (d) of the Instruction to Bidders.

NAME OF THE CONTRACTOR

Description of works Requirement Availability proposals Remarks (from whom to be purchased)

No. Capacity Owned/Leased to be procured Nos./Capacity Age/ Condition

As per Technical Bid Sheet/SBD

1.7 Proposed sub-contracts and firms involved. [Refer ITB Clause 4.3(k)]

NAME OF THE CONTRACTOR

Sanction of the works Value of Sub-contract Sub-contractor (Name & Address) Experience in similar work

Attach copies of certificates on possession of valid license for executing water supply/ sanitary work/ building electrification works [Reference Clause 4.5(d) & Clause 4.5(e)]

*1.8 Financial reports for the last five years: balance sheets, profit and loss statements, auditors' reports (in case of companies/corporation), etc. List them below and attach copies.

1.9 Evidence of access to financial resources to meet the qualification requirements: cash in hand, lines of credit, etc. List them below and attach copies of support documents.

1.10 Name, address and telephone, telex and fax numbers of the Bidders' bankers who may provide references if contacted by the Employer.

1.6 Qualifications and experience of key personnel required for administration and execution of the Contract [Ref. Clause 4.5(B)(b)]. Attach biographical data. Refer also to Sub Clause 4.3 (e) of instructions to Bidders and Sub Clause 9.1 of the Condition

NAME OF THE CONTRACTOR

Position Name Qualification Year of Experience (General) Years of experience in the proposed position

1.11Information on litigation history in which the Bidder is involved.

NAME OF THE CONTRACTOR

Other Party(ies) Employer Cause of Dispute Amount involved Remarks showing Present Status

1.12 Statement of compliance under the requirements of Sub Clause 3.2 of the instructions to Bidders. (Name of Consultant engaged for project preparation is ** ........................ …………….............................)

Proposed work method and schedule. The Bidder should attach descriptions, drawings and charts as necessary to comply with the requirements of the Bidding documents. [Refer ITB Clause 4.1 & 4.3(1)]

1.15 Quality Assurance Programme

2 Additional Requirements

2.1 Bidders should provide any additional information required to fulfill the requirements of Clause 4 of the Instructions to the Bidders, if applicable.

(ii) Undertaking

*** (iii) Update of original prequalification application

*** (iv) Copy of original prequalification application

*** (v) Copy of prequalification letter

* Delete, if prequalification has been carried out.

** Fill the Name of Consultant.

*** Delete, if prequalification has not been carried out.

Check List for Submission Of Tender

Evaluation will be done as per the information provided in the document attached with tender. Bidder may disqualified, if documents are not attached properly.

Name of the Bidder

Sl. No. Checklist Items (Attach Documents in Link Name As Given in Adjacent coloumn in Edit Attachment Folder) Link Name in Edit Attachment Document attached

1 BIDSECURITY PHOTO COPY BID SECURITY PC

2 LAST 5 YEARS ANNUAL TURN OVER ANNUAL TURN OVER

3 EXPERIENCE Of SIMILAR NATURE Of W0RKS EXP SIM NAT

4 QUANTITY OF WORK (E/W, PCC/RCC/ PSC etc, MASONARY WORK, SHEET PILE) EXECUTED DURING LAST 5 YEARS) WORK EXE QTY

5 BALANCE VALUE OF ON GOING WORKS BAL VAL WORKS

6 EXISTING COMMITMENTS EXIST COMT

7 BANKER'S CERTIFICATE FOR ACCESS OF FINACIAL RESOURCES BANK CER

8 AFFIDAVIT AFFIDAVIT

9 UNDERTAKING UNDERTAKING

10 LITIGATION HISTORY LIT HIS

11 PLANT and MACHINARIES PT & MAC

12 KEY PERSONNEL KEY PER

13 Registration REGISTRATION

14 Power of Attoney POW AT

15 Legal Status Of Bidder LEGAL

16 PROGRAMME Of CONSTRUCTION PROG CONS

17 IT & GST REGISTRATION and CLEARANCE CERTIFICATE IT ST CLEARANCE

18 CHARACTER CERTIFICATE CHARACTER

19 NOC FOR DEBAR DEBAR

IF YOU HAVE NOT BEEN DEBARED WRITE "NOT APPLICABLE" IN YOUR LETTER HEAD SCAN AND UPLOAD IN THE IN NOC FOR DEBAR LINK

Note:-Attachment should be self attested and should be attached as per above instruction, otherwise it may be rejected.

I, the undersigned, do hereby certify that all the statements made in the required attachments are true and correct.

Signature & Seal of the Bidder

BILL OF QUANTITY FOR RESIDUAL WORK FOR CONSTRUCTION OF BLACK TOP ROAD ON TOP OF K/R TO GUPTA EMBANKMENT BETWEEN 4.00 KM TO 6.00 KM IN A LENGTH OF 2.58 KM FOR PROTECTION OF NEW B T P S ON LEFT BANK OF RIVER GANGA

Last Date of Tender :- 07.05.2026

Estimated Cost :- 49273182.00

Earnest Money :- 985500.00

Time of Completion :- 31.03.2027

Cost of BOQ :- 10000.00

Bid Processing fee :- 5900.00

Sl.No. Item of Works Quantity Unit Rate Amount

1 Jungle clearance and weeding out shurbs including small tree upto 0.50 mtr girth and removal as per specifications and direction of E/I. (5.1.3 WRD) 5,548.000 M2 Per M2 11.90 66021.20

2 Preparation of Seat of embankment or canals by 75mm ploughing and removing the grass roots etc. as per specification and direction of E/I. 5,548.000 M2 Per M2 6.60 36616.80

3 Preparation of borrow areas of embankment or canals by removing the grass and the jungle, bushes from the top including weeding out shrubs including roots & levelling all complete as per specifications and direction of E/I. 14,766.460 M2 Per M2 4.00 59065.84

4 Earth work by mechanical means with help of excavator tipper and spreader in canal or flood embankment or dhar all types of work like filling and making of canal banks or embankment of earth free from logs, roots or any other gradients, desilting of canal bed and dhar in proper profile with dressing and finishing including new construction, repair or restoration in ordinary soil including cutting, loading, carriage from pit to banks or embankments, unloading spreading, clod - breaking and laying in layers properly with lead of beyond 2.50 km but up to 3.00 km (lead will be considered as track path from pit to bank or embankment. Pit will be beyond 150m from centre of bank i.e perpendicular distance from centre of banks to nearest boundary of pit will be more than 150m) and with all lifts all complete job as per specification and direction of E/I. (Including Royality of Earth) W.R.D 5.1.46.6 6,137.900 M3 Per M3 462.60 2839392.54

5 Labour for Rolling and compacting the earth in layers of 225 mm thicl at O.M.C. by road roller to achieve minimum 90 % of maximum dry density including sprinking the required quanting of water by tanker within 1 km. lead and all lifts including cost of water, finishing the surface with proper grade, camber or superelevation including, hire charges of compaction machine tanker and other tools and plants etc. all complete as per specifications and direction of E/I. (Mode of measurement - sectional measurement of compacted earth) - 6,137.900 M3 Per M3 30.90 189661.11

6 Granular Sub Base (by Mix in Place Method) Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. 3,941.480 M3 Per M3 1300.70 5126683.04

7 Wet Mix Macadam 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. 2,220.410 M3 Per M3 1457.30 3235803.49

8 Prime Coat 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. 9,868.500 M2 Per M2 47.50 468753.75

9 Bituminous Macadam Grading-II Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. 493.430 M3 Per M3 8214.00 4053034.02

10 Tack Coat 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. 9,868.500 M2 Per M2 14.20 140132.70

11 Bituminous Concrete Grading- II 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. 246.710 M3 Per M3 11837.00 2920306.27

12 Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. 2,144.750 M3 Per M3 202.80 434955.30

13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 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. 526.320 M2 Per M2 604.50 318160.44

14 Restoration of rain cuts Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes

First Year 124.470 Cum. 144.90 18035.70

Second Year 149.360 Cum. 144.90 21642.26

Third Year 174.260 Cum. 144.90 25250.27

Forth Year 199.150 Cum. 144.90 28856.84

Fifth Year 224.040 Cum. 144.90 32463.40

15 Maintenance of Earthen Shoulder (Filling with fresh soil Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.

First Year 499.880 Sqm. 90.20 45089.18

Second Year 599.850 Sqm. 90.20 54106.47

Third Year 699.830 Sqm. 90.20 63124.67

Forth Year 799.800 Sqm. 90.20 72141.96

Fifth Year 899.780 Sqm. 90.20 81160.16

16 Filling pot-hole and Patch Repairs with open - Graded Premix surfacing, 20mm Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2

First Year 60.470 Sqm. 165.40 10001.74

Second Year 120.940 Sqm. 165.40 20003.48

17 Filling Pot-Holes and patches Repairs with Bituminous concrete, 40mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2

Third Year 181.410 Sqm. 450.60 81743.35

Fourth Year 241.880 Sqm. 450.60 108991.13

Fifth Year 302.340 Sqm. 450.60 136234.40

Protection Work

18 Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item A ) and disposal of excavated earth so obtained to a distance up to 50 M and average lift of 1.5 M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete and as per specifications and direction of E/I. 603.240 M3 Per M3 197.90 119381.20

19 Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty, all complete job as per specifications and direction of E/I. (mode of measurement compacted volume) 411.470 M3 Per M3 346.90 142738.94

20 Providing brick flat soling with designation 100A bricks joints filled with coarse sand of approved quality including royalty etc. all complete as per approved design, specifications and direction of E/I 93.010 M2 Per M2 296.30 27558.86

21 Providing and laying P.C.C. M-150 with nominal mix of (1:2:4 ) in foundation of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing. royalty etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. 18.500 M3 Per M3 6573.00 121600.50

22 Providing shuttering including strutting, propping etc. and its removal after use in foundation as per specifications and direction of E/I. 85.560 M2 Per M2 586.00 50138.16

23 Brick work in designation 100 A Brick with cement mortar (1 : 4 ) in foundation with approved quality of coarse sand of requisite F.M. washed and screened with raking out joints to 12 mm depth, curing, scaffolding and its removal wherever required including royalty etc.complete job as per specification and direction of E/I. 73.750 M3 Per M3 5239.30 386398.38

24 Providing pitching work with designation 100A bricks in panel and in herring bond pattern one brick on edge over a brick flat soling joints filled with local sand free from clay contents including royalty etc. all complete as per approved design, specifications and direction of E/I

a Qty.for 20cm thick (Brick pitcting) 4,618.000 M2 Per M2 755.10 3487051.80

25 Providing pitching work with designation 100A Bricks in panel two brick on edge over a brick flat soling joints filled with local sand free from clay contents including royalty etc. all complete as per approved design, specifications and direction of E/I

a Qty.for 32.5 cm thick (Pannel portion pitcting) 280.000 M2 Per M2 1280.70 358596.00

26 Earth work in filling in foundation trenches and back filling of structures in layers not exceeding 150 mm thick well watered, rammed and fully compacted and finally dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30 M and lift of 1.5 M, all complete job and as per specifications and direction of E/I. 590.170 M3 Per M3 151.10 89174.69

27 Carriage of Materials

b Local sand 640.676 M3 Per M3 356.70 228529.13

c Sand(Kiul to Work site) 32.285 M3 Per M3 1565.20 50532.48

d Stone chips (Sheikhpura to work site by rail) 8,454.107 M3 Per M3 1347.10 11388527.54

e Stone chips (Pakur to work site by rail) 1,105.203 Per M3 2132.80 2357176.96

f Bitumen from IOCL Barauni 72.168 Per MT 644.20 46490.63

g Bitumen Emulsion from Muzaffarpur 9.063 Per MT 1607.00 14564.24

h Cement 14.929 MT Per MT 644.20 9617.26

Sub Total. 40370793.27

Add 1 % Cess 403707.93

Add Seigniorage Fee 982433.00

G. Total 49273182.36

Executive Engineer, Flood Control Division, Begusarai

BILL OF QUANTITY FOR RESIDUAL WORK FOR CONSTRUCTION OF BLACK TOP ROAD ON TOP OF K/R TO GUPTA EMBANKMENT BETWEEN 4.00 KM TO 6.00 KM IN A LENGTH OF 2.58 KM FOR PROTECTION OF NEW B T P S ON LEFT BANK OF RIVER GANGA

Sl.No. Item of Works Quantity Unit Rate Amount

1 Jungle clearance and weeding out shurbs including small tree upto 0.50 mtr girth and removal as per specifications and direction of E/I. (5.1.3 WRD) 5,548.000 M2 Per M2 11.50 63,802.00

2 Preparation of Seat of embankment or canals by 75mm ploughing and removing the grass roots etc. as per specification and direction of E/I. 5,548.000 M2 Per M2 6.40 35,507.20

3 Preparation of borrow areas of embankment or canals by removing the grass and the jungle, bushes from the top including weeding out shrubs including roots & levelling all complete as per specifications and direction of E/I. 14,766.460 M2 Per M2 3.80 56,112.55

4 Earth work by mechanical means with help of excavator tipper and spreader in canal or flood embankment or dhar all types of work like filling and making of canal banks or embankment of earth free from logs, roots or any other gradients, desilting of canal bed and dhar in proper profile with dressing and finishing including new construction, repair or restoration in ordinary soil including cutting, loading, carriage from pit to banks or embankments, unloading spreading, clod - breaking and laying in layers properly with lead of beyond 2.50 km but up to 3.00 km (lead will be considered as track path from pit to bank or embankment. Pit will be beyond 150m from centre of bank i.e perpendicular distance from centre of banks to nearest boundary of pit will be more than 150m) and with all lifts all complete job as per specification and direction of E/I. (Including Royality of Earth) W.R.D 5.1.46.6 6,137.900 M3 Per M3 453.40 2,782,923.86

5 Labour for Rolling and compacting the earth in layers of 225 mm thicl at O.M.C. by road roller to achieve minimum 90 % of maximum dry density including sprinking the required quanting of water by tanker within 1 km. lead and all lifts including cost of water, finishing the surface with proper grade, camber or superelevation including, hire charges of compaction machine tanker and other tools and plants etc. all complete as per specifications and direction of E/I. (Mode of measurement - sectional measurement of compacted earth) - 6,137.900 M3 Per M3 30.20 185,364.58

6 Granular Sub Base (by Mix in Place Method) Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. 3,941.480 M3 Per M3 1244.40 4,904,777.71

7 Wet Mix Macadam 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. 2,220.410 M3 Per M3 1396.50 3,100,802.57

8 Prime Coat 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. 9,868.500 M2 Per M2 44.30 437,174.55

9 Dense Graded Bituminous Macadam Grading-II 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. 493.430 M3 Per M3 9833.50 4,852,143.91

10 Tack Coat 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. 9,868.500 M2 Per M2 13.30 131,251.05

11 Bituminous Concrete Grading- II 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. 246.710 M3 Per M3 11274.20 2,781,457.88

12 Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. 2,144.750 M3 Per M3 200.90 430,880.28

13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 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. 526.320 M2 Per M2 658.40 346,529.09

14 Restoration of rain cuts Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes

First Year 124.470 Cum. 138.20 17,201.75

Second Year 149.360 Cum. 138.20 20,641.55

Third Year 174.260 Cum. 138.20 24,082.73

Forth Year 199.150 Cum. 138.20 27,522.53

Fifth Year 224.040 Cum. 138.20 30,962.33

15 Maintenance of Earthen Shoulder (Filling with fresh soil Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.

First Year 499.880 Sqm. 82.30 41,140.12

Second Year 599.850 Sqm. 82.30 49,367.66

Third Year 699.830 Sqm. 82.30 57,596.01

Forth Year 799.800 Sqm. 82.30 65,823.54

Fifth Year 899.780 Sqm. 82.30 74,051.89

16 Filling pot-hole and Patch Repairs with open - Graded Premix surfacing, 20mm Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2

First Year 60.470 Sqm. 157.50 9,524.03

Second Year 120.940 Sqm. 157.50 19,048.05

17 Filling Pot-Holes and patches Repairs with Bituminous concrete, 40mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2

Third Year 181.410 Sqm. 427.80 77,607.20

Fourth Year 241.880 Sqm. 427.80 103,476.26

Protection Work

18 Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item A ) and disposal of excavated earth so obtained to a distance up to 50 M and average lift of 1.5 M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete and as per specifications and direction of E/I. 603.240 M3 Per M3 189.60 114,374.30

19 Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty, all complete job as per specifications and direction of E/I. (mode of measurement compacted volume) 411.470 M3 Per M3 335.10 137,883.60

20 Providing brick flat soling with designation 100A bricks joints filled with coarse sand of approved quality including royalty etc. all complete as per approved design, specifications and direction of E/I 93.010 M2 Per M2 275.80 25,652.16

21 Providing and laying P.C.C. M-150 with nominal mix of (1:2:4 ) in foundation of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing. royalty etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. 18.500 M3 Per M3 6338.00 117,253.00

22 Providing shuttering including strutting, propping etc. and its removal after use in foundation as per specifications and direction of E/I. 85.560 M2 Per M2 572.30 48,965.99

23 Brick work in designation 100 A Brick with cement mortar (1 : 4 ) in foundation with approved quality of coarse sand of requisite F.M. washed and screened with raking out joints to 12 mm depth, curing, scaffolding and its removal wherever required including royalty etc.complete job as per specification and direction of E/I. 73.750 M3 Per M3 4945.70 364,745.38

24 Providing pitching work with designation 100A bricks in panel and in herring bond pattern one brick on edge over a brick flat soling joints filled with local sand free from clay contents including royalty etc. all complete as per approved design, specifications and direction of E/I

a Qty.for 20cm thick (Brick pitcting) 4,618.000 M2 Per M2 702.50 3,244,145.00

b Qty.for 32.5 cm thick (Pannel portion pitcting) 280.000 M2 Per M2 1192.60 333,928.00

25 Earth work in filling in foundation trenches and back filling of structures in layers not exceeding 150 mm thick well watered, rammed and fully compacted and finally dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30 M and lift of 1.5 M, all complete job and as per specifications and direction of E/I. 590.170 M3 Per M3 145.00 85,574.65

26 Carriage of Materials

b Local sand 640.676 M3 Per M3 342.60 219,495.60

c Sand(Kiul to Work site) 32.285 M3 Per M3 1529.00 49,363.77

d Stone chips (Sheikhpura to work site by rail) 8,454.107 M3 Per M3 1381.30 11,677,658.00

e Stone chips (Pakur to work site by rail) 1,117.291 Per M3 2009.10 2,244,749.35

f Bitumen and Bitumen Emulsion from IOCL Barauni 95.589 Per MT 628.90 60,115.92

g Cement 14.929 MT Per MT 464.50 6,934.52

Sub Total. 40,596,398.89

Add 1 % Cess 405,963.99

Add Seigniorage Fee 926,121.00

Flood Control Sub Division, Flood Control Sub Division, Flood Control Division

Barauni Barauni Begusarai.

BILL OF QUANTITY FOR RESIDUAL WORK FOR CONSTRUCTION OF BLACK TOP ROAD ON TOP OF K/R TO GUPTA EMBANKMENT BETWEEN 4.00 KM TO 6.00 KM IN A LENGTH OF 2.58 KM FOR PROTECTION OF NEW B T P S ON LEFT BANK OF RIVER GANGA

Sl.No. Item of Works Quantity Unit Rate Amount

1 Jungle clearance and weeding out shurbs including small tree upto 0.50 mtr girth and removal as per specifications and direction of E/I. (5.1.3 WRD) 5548.00 M2 Per M2 11.50 63,802.00

2 Preparation of Seat of embankment or canals by 75mm ploughing and removing the grass roots etc. as per specification and direction of E/I. 24200.00 M2 Per M2 6.40 154,880.00

3 Preparation of borrow areas of embankment or canals by removing the grass and the jungle, bushes from the top including weeding out shrubs including roots & levelling all complete as per specifications and direction of E/I. 14766.46 M2 Per M2 3.80 56,112.55

4 Earth work by mechanical means with help of excavator tipper and spreader in canal or flood embankment or dhar all types of work like filling and making of canal banks or embankment of earth free from logs, roots or any other gradients, desilting of canal bed and dhar in proper profile with dressing and finishing including new construction, repair or restoration in ordinary soil including cutting, loading, carriage from pit to banks or embankments, unloading spreading, clod - breaking and laying in layers properly with lead of beyond 2.50 km but up to 3.00 km (lead will be considered as track path from pit to bank or embankment. Pit will be beyond 150m from centre of bank i.e perpendicular distance from centre of banks to nearest boundary of pit will be more than 150m) and with all lifts all complete job as per specification and direction of E/I. (Including Royality of Earth) W.R.D 5.1.46.6 6137.90 M3 Per M3 453.40 2,782,923.86

5 Labour for Rolling and compacting the earth in layers of 225 mm thicl at O.M.C. by road roller to achieve minimum 90 % of maximum dry density including sprinking the required quanting of water by tanker within 1 km. lead and all lifts including cost of water, finishing the surface with proper grade, camber or superelevation including, hire charges of compaction machine tanker and other tools and plants etc. all complete as per specifications and direction of E/I. (Mode of measurement - sectional measurement of compacted earth) - 6137.90 M3 Per M3 30.20 185,364.58

6 Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete 3941.48 M3 Per M3 1244.40 4,904,777.71

7 Wet Mix Macadam 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. 2220.41 M3 Per M3 1396.50 3,100,802.57

8 Prime Coat 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. 9868.50 M2 Per M2 44.30 437,174.55

9 Dense Graded Bituminous Macadam Grading-II 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. 493.43 M3 Per M3 9833.50 4,852,143.91

10 Tack Coat 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. 9868.50 M2 Per M2 13.30 131,251.05

11 Bituminous Concrete Grading- II 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. 246.71 M3 Per M3 11274.20 2,781,457.88

12 Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. 2144.75 M3 Per M3 200.90 430,880.28

13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 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. 526.32 M2 Per M2 658.40 346,529.09

14 Restoration of rain cuts Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes

First Year 124.47 Cum. 138.20 17,201.75

Second Year 149.36 Cum. 138.20 20,641.55

Third Year 174.26 Cum. 138.20 24,082.73

Forth Year 199.15 Cum. 138.20 27,522.53

Fifth Year 224.04 Cum. 138.20 30,962.33

15 Maintenance of Earthen Shoulder (Filling with fresh soil Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.

First Year 499.88 Sqm. 82.30 41,140.12

Second Year 599.85 Sqm. 82.30 49,367.66

Third Year 699.83 Sqm. 82.30 57,596.01

Forth Year 799.80 Sqm. 82.30 65,823.54

Fifth Year 899.78 Sqm. 82.30 74,051.89

16 Filling pot-hole and Patch Repairs with open - Graded Premix surfacing, 20mm Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2

First Year 60.47 Sqm. 157.50 9,524.03

Second Year 120.94 Sqm. 157.50 19,048.05

17 Filling Pot-Holes and patches Repairs with Bituminous concrete, 40mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2

Third Year 181.41 Sqm. 427.80 77,607.20

Fourth Year 241.88 Sqm. 427.80 103,476.26

Fifth Year 302.34 Sqm. 427.80 129,341.05

Protection Work

18 Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item A ) and disposal of excavated earth so obtained to a distance up to 50 M and average lift of 1.5 M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete and as per specifications and direction of E/I. 603.24 M3 Per M3 189.60 114,374.30

19 Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty, all complete job as per specifications and direction of E/I. (mode of measurement compacted volume) 411.48 M3 Per M3 335.10 137,886.95

20 Providing brick flat soling with designation 100A bricks joints filled with coarse sand of approved quality including royalty etc. all complete as per approved design, specifications and direction of E/I 93.01 M2 Per M2 275.80 25,652.16

21 Providing and laying P.C.C. M-150 with nominal mix of (1:2:4 ) in foundation of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing. royalty etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. 18.50 M3 Per M3 6338.00 117,253.00

22 Providing shuttering including strutting, propping etc. and its removal after use in foundation as per specifications and direction of E/I. 85.56 M2 Per M2 572.30 48,965.99

23 Brick work in designation 100 A Brick with cement mortar (1 : 4 ) in foundation with approved quality of coarse sand of requisite F.M. washed and screened with raking out joints to 12 mm depth, curing, scaffolding and its removal wherever required including royalty etc.complete job as per specification and direction of E/I. 73.75 M3 Per M3 4945.70 364,745.38

24 Providing pitching work with designation 100A bricks in panel and in herring bond pattern one brick on edge over a brick flat soling joints filled with local sand free from clay contents including royalty etc. all complete as per approved design, specifications and direction of E/I

A) Qty.for 20cm thick (Brick pitcting) 4618.00 M2 Per M2 702.50 3,244,145.00

B) Qty.for 32.5 cm thick (Pannel portion pitcting) 280.00 M2 Per M2 1192.60 333,928.00

25 Earth work in filling in foundation trenches and back filling of structures in layers not exceeding 150 mm thick well watered, rammed and fully compacted and finally dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30 M and lift of 1.5 M, all complete job and as per specifications and direction of E/I. 590.17 M3 Per M3 145.00 85,574.65

26 Carriage of Materials

ii) Local sand 642.13 M3 Per M3 342.60 219,993.74

iii)Sand(Kiul to Work site) 31.92 M3 Per M3 1529.00 48,805.68

iv) Stone chips ( Sheikhpura to work site by rail) 9523.63 M3 Per M3 1381.30 13,154,990.12

v) Bitumen and Bitumen Emulsion from IOCL Barauni 91.53 Per MT 628.90 57,563.22

v) Cement 14.79 MT Per MT 464.50 6,869.96

Total Rs. 39,945,671.99

Add 1 % Cess 399,456.72

Flood Control Sub Division, Flood Control Sub Division, Flood Control Division

Barauni Barauni Begusarai.

Material Statement For SF of Total Quantity TAC Agenda No.

Black Top Road on Top of K/R to Gupta Embankment between KM 4.000 to KM 6.000 in a Length of 2.58 KM

SOR Sl No Item of work Unit Materials Involve in Item Per Unit Quantity Sub Unit Qty As per Est. Total Quantity Royalty Basic Rate of Materials Including Royality Royalty Amount BOULDER (Per M3) Local Sand (Per M3) Stone chips/Aggregate (Per M3) Sheikhpura Stone chips/Aggregate (Per M3) (Pakur) Stone metal M-039 (Per M3) Kiul Sand (Per M3) Cement (Per MT) Bricks (Nos) Bitumen Emulsion SS1 Bitumen VG 30 Bitumen VG 10 Sheet Pile Steel (MT)

5.1.37 Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes complete job as per specifications and direction of E/I. Per M3 Local Sand 1.0000 Per M3 411.470 411.470 145.87 ₹60,021.13 411.470

5.1.44. Earth work by tractor ( Rajashani) Per M3 E/W 1.0000 Per M3 0.000 33.00 ₹0.00

5.2.2 Providing filter of stone chips 20 mm and down well graded as per design for lined canal, rains including hand packing etc . all complete as per specification and direction of E/I Per M3 Stone chips (M-040+M-045)/2 1.0000 Per M3 0.000 673.97 ₹0.00 0.000

5.2.7 Supplying and laying stone metal graded filter of size 90 mm to 45 mm size in slope and bed of canal below lining including royalty, all taxes etc. . all complete as per specification and direction of E/I (where depth of cutting is more than 6 M ) Per M3 Stone metal M-039 0.9999 Per M3 0.000 1005.81 ₹0.00 0.000 0.000

5.2.8 Supplying and laying sand filter free from clay and other organic materials ( F.M 2.5 to 3.0 ) in slope and bed of the canal, below lining including the cost of watering, compaction, including royalty, all taxes etc. . all complete as per specification and direction of E/I (where depth of cutting is more than 6M) Per M3 Sand 1.0000 Per M3 0.000 584.64 ₹0.00 0.000

5.3.3 Providing and laying P.C.C. M-100 with nominal mix of (1:3:6) in foundation of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing, royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. Per M3 Coarse aggregates Gr IV 0.9393 Per M3 0.000 1115.24 ₹0.00 0.000

5.3.4 Providing and laying P.C.C. M-150 with nominal mix of (1:2:4 ) in foundation of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. Per M3 Coarse aggregates (20 mm To 10 mm) 0.8997 Per M3 18.500 16.644 913.48 ₹15,204.37 16.644 0.000

5.3.5 Providing and laying P.C.C. or R.C.C M-200 with nominal mix of (1:1.5:3 ) in foundation of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. Per M3 Coarse aggregates (20 mm To 10 mm) 0.8602 Per M3 0.000 913.48 ₹0.00 0.000

5.3.6 Providing and laying P.C.C. or R.C.C M-250 with nominal mix of (1:1.:2 ) in foundation of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing. royalty etc.excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. Per M3 Coarse aggregates (20 mm To 10 mm) 0.8475 Per M3 0.000 913.48 ₹0.00 0.000

5.3.10 Providing and laying P.C.C. or R.C.C M-200 with nominal mix of (1:1.5:3 ) in superstructure of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. Per M3 Coarse aggregates (20 mm to 10 mm) 0.8602 Per M3 0.000 913.48 ₹0.00 0.000

5.3.11 Providing and laying P.C.C. or R.C.C M-200 with nominal mix of (1:1.5:3 ) in superstructure of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing., royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. Per M3 Coarse aggregates (20 mm to 10 mm) 0.8400 Per M3 0.000 913.48 ₹0.00 0.000

5.3.13 Providing and laying P.C.C. or R.C.C M-200 with nominal mix of (1:1.5:3) in deck slab with approved quality of graded coarse aggregate of required grade (as per design) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing, royalty and all taxes etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I. Per M3 Coarse aggregates (20 mm to 10 mm) 0.8602 Per M3 0.000 913.48 ₹0.00 0.000

20.2.1 BCD Boring , Providing and istalling bored cast in citu rein forced of grade M-25 of specified diameter and length….... Per M3 20 mm. 0.0402 Per M3 0.000 1224.68 ₹0.00 0.000

11.79.1 BCD Providing & laying factory made colured chammfered edge cement concrete paver blocks…. Per M2 Sand 0.0500 Per M3 0.000 584.64 ₹0.00 0.000

5.3.16 Providing and laying dry pitching with precast cement concrete blocks of size 600 mm x 600 mm x 300 mm in M-75 with nominal mix of (1:4:8) in floor and flank wall with approved quality of graded coarse aggregate of required grade (as per design ) and approved quality of sand of requisite F.M washed and screened including necessary form work, tools and plants, vibrating, curing as well royalty and all taxes complete job as per specifications and direction of E/I. Per M3 Coarse aggregates Gr III 0.9605 Per M3 0.000 1115.24 ₹0.00 0.000

5.3.17/5.3.17 Based Providing and laying dry pitching with precast cement concrete blocks of size 600 mm x 600 mm x 300 mm in M-100 with nominal mix of (1:3:6) in floor and flank wall with approved quality of graded coarse aggregate of required grade( as per design ) and approved quality of sand of requisite F.M washed and screened including necessary form work, tools and plants, vibrating, curing as well royalty and all taxes complete job as per specifications and direction of E/I. Per M3 Coarse aggregates Gr IV 0.9393 Per M3 0.000 1115.24 ₹0.00 0.000

11.27 Kota stone slabs 20 mm thick in risers of steps skirting. Dado & pillars laid on 12 mm (average (thick cement mortar 1:3 (1 cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. Details of cost for 10 sqm Per M2 Cement 0.0137 MT 0.000 0.000

5.4.2 Brick work in designation 100 A Brick with cement mortar (1 : 4 ) in foundation with approved quality of coarse sand of requisite F.M. washed and screened with raking out joints to 12 mm depth, curing, scaffolding and its removal wherever required including royaliy and all taxes etc. complete job as per specification and direction of E / I. Per M3 Bricks 406.0734 Nos 73.750 29948.000 5.170 ₹154,831.16 29,948.00

5.4.6 Brick work in designation 100 A Brick with cement mortar (1 : 4 ) in superstructure with approved quality of coarse sand of requisite F.M. washed and screened with raking out joints to 12 mm depth, curing, scaffolding and its removal wherever required including royaliy and all taxes etc. complete job as per specification and direction of E / I. Per M3 Bricks 406.0734 Nos 0.000 5.17 ₹0.00 0.00

5.5.2 Providing 12 mm thick cement plaster (1: 4) with approved quality sand of requisite F.M . washed and screened including curing, scaffolding wherever required and its removal, royalty and all taxes etc. complete job as per specification and direction of E / I. Per M2 Cement 0.0037 Per M3 0.000 0.00 ₹0.00 0.000

5.7.14 Providing brick flat soling with designation 100A bricks joints filled with coarse sand of approved quality including royalty and all taxes, all complete as per approved design, specifications and direction of E/I Per M2 Bricks 32.2581 Nos 93.010 3000.000 5.17 ₹15,510.00 3,000.00

5.7.15 Providing brick on edge soling with designation 100A bricks joints filled with coarse sand of approved quality including royalty and all taxes, all complete as per approved design, specifications and direction of E/I Per M2 Bricks 53.7634 Nos 0.000 5.17 ₹0.00 0.00

5.7.16 Providing pitching work with designation 100A bricks in panel and in herring bond pattern one brick on edge over a brick flat soling joints filled with local sand free from clay contents including royalty and all taxes, all complete as per approved design, specifications and direction of E/I Per M2 Bricks 86.0215 Nos 4618.000 397247.000 5.17 ₹2,053,766.99 397,247.00

5.7.16 Based Providing pitching work with designation 100A bricks in panel and in herring bond pattern one brick on edge over a brick flat soling joints filled with local sand free from clay contents including royalty and all taxes, all complete as per approved design, specifications and direction of E/I Per M2 Bricks 86.0000 Nos 0.000 5.17 ₹0.00 0.00

5.7.17 Providing pitching work with designation 100A Bricks in panel two brick on edge over a brick flat soling joints filled with local sand free from clay contents including royalty and all taxes, all complete as per approved design, specifications and direction of E/I Per M2 Bricks 139.7849 Nos 280.000 39140.000 5.17 ₹202,353.80 39,140.00

5.7.48 Based Gabion of size 1.8mx1.8mx0.5m (18nos. Geo bags per gabion) Nos Local Sand in Geo Bag 1.2600 Per M3 0.00 75.00 ₹75.00 ₹0.00 ₹0.00 0.00

5.7.48 Based gabion of size 1.8mx1.2mx0.5m (12nos. Geo bags per gabion) Nos Local Sand in Geo Bag 0.8400 Per M3 0.00 ₹75.00 ₹0.00 ₹0.00 0.00

5.7.52 Based Supply of New bag and N.C with labour for filling New E.C bag with local sand ,stiching on two lines by approved nylon thread with stiching machine & generator,Stacking the bags and placing in Nylon crate of size (1mx1mx1m) with Nos Local Sand in EC 0.8500 Per M3 0.00 75.00 ₹75.00 ₹0.00 ₹0.00 0.00

5.7.53 Based Supply of New bag with labour for filling New E.C bag with local sand Nos Local Sand in EC 0.0340 Per M3 0.00 75.00 ₹75.00 ₹0.00 ₹0.00 0.00

5.7.54 Based Providing,laying & filling Geo bags of size 1mX0.7m (Type A 300GSM nonwoven) Weight 420gm,volume of filled bag 0.07 cum,weight Nos Local Sand in Geo Bag 0.0700 Per M3 0.00 75.00 ₹75.00 ₹0.00 ₹0.00 0.00

5.8.6 (a) Providing weep holes with dry graded Stone metal filter of 20 mm to 40 mm siz in abutment and wing wall as per specification and direction of E/I Each Stone metal filter 20 mm to 40 mm 0.1130 M3 0.00 ₹689.23 ₹0.00 ₹0.00 0.000

5.6.2 Labour for laying, fitting and fixing NP3 pipe with collars in line level and grade as well providing approved jointing materials and joints properly filled to make them water proof all complete as per specification and direction of E / I. (Hume pipe available within a lead of 40 mtr ) per m Cement 0.0060 Per M3 0.000 0.00 ₹0.00 0.000

7.6.3 Supplying and laying good quality of stone filter (size 20 mm to 63 mm size ) in rock toe, heal trench, toe drian as per design and drawing including the cost of materials, royalty etc. but excluding the cost of carriage, all complete job as per specification and direction of E / I. cum Cost of stone metal ( 20 mm to 63 mm ) 1.0000 cum 0.000 1115.24 ₹0.00 0.000

6.3.18 Providing and laying dry pitching with precast cement concrete block 600 mm x 600 mm x 300 mm size of M-100 with nominal mix of ( 1:3:6 ) in floor and flank wall with approved quality of graded coarse aggregate of required grade ( as per design ) and approved quality of sand of requisite F.M washed and screened including necessary form work, tools and plants, vibrating, curing as well royalty complete job as per specifications and direction of E/I. M3 Coarse aggregates GR III (Rate of approved quality of aggregate as per Design) 0.9393 M3 0.000 1115.24 ₹0.00 0.000

Brick Bats Per M3 Bricks Bat 1.0000 Per M3 0.000 1081.00 ₹0.00

A Percopine Per Assembly Coarse aggregates (20 mm To 10 mm) 0.8602 Per M3 0.000 901.46 ₹0.00

B Boulder Crate Each Boulder 2.1600 M3 0.000 694.610 ₹0.00 0.00

C Brick Bats Per M3 Bricks Bat 1.0000 Per M3 0.000 1081.00 ₹0.00

D Steel Sheet Pile Per MT Sheet Pile 1.0000 Per MT 0.000 0.00 ₹0.00 0.000 0.00

E Steel Per MT Steel 1.0000 Per MT 0.000 0.00 ₹0.00 0.000

RCD 4.01 (B) Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (Grading I by Mix in Place Method) cum 53 mm to 26.5 mm @ 27.5 per cent (M- 028) 0.3702 cum 3941.480 1459.136 1115.24 ₹1,627,286.83 1,459.136

RCD 4.14 (B) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. cum 45 mm to 22.4 mm@ 30 percent (M- 033) 0.4231 cum 2220.410 939.455 1115.24 ₹1,047,717.79 939.455

RCD 5.01 Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. sqm Bitumen Emulsion SS1 0.0007 MT 9868.500 6.908 0.00 ₹0.00 6.908

RCD 5.02 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. sqm Bitumen Emulsion SS1 0.0002 MT 9868.500 1.974 0.00 ₹0.00 1.974

RCD 5.04 (ii) Providing and laying dense graded bituminous macadam (Grading II) 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 25-10mm 30 percent (M-045) 0.4412 cum 493.430 217.701 913.48 ₹198,865.51 217.701

RCD 5.05 (ii) 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 13.2-10mm 21 percent (M-043) 0.3126 cum 246.710 77.122 602.28 ₹46,449.04 77.122

RCD 6.01 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 cum Cement 0.1500 MT 0.000 ₹0.00 0.000

Crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes graded 0.9000 cum 0.000 913.48 ₹0.00 0.000

RCD 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 cum Cement 0.4000 MT 0.000 ₹0.00 0.000

Aggregates 25 mm to 10 mm at Crusher 0.9000 cum 0.000 913.48 ₹0.00 0.000

RCD 8.04 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite 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. Each Cement 0.0492 MT 0.000 ₹0.00 0.000

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Fifth Kilometer Stone Each Cement 0.1077 MT 0.000 ₹0.00 0.000

RCD 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 Ordinary Kilometer Stone Each Cement 0.0741 MT 0.000 0.00 ₹0.00 0.000

RCD 8.14 (III) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Hectometer Stone Each Cement 0.0132 MT 0.000 0.00 ₹0.00 0.000

RCD 10.04 Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 sqm Crushed stone aggregates nominal size 13.2 mm 0.01800 cum 181.410 3.26500 602.28 ₹1,966.44 3.265

Crushed stone aggregates nominal size 11.2 mm 0.00900 cum 1.63300 602.28 ₹983.52 1.633

Bitumen emulsion for tack coat including vertical sides of pot hole. 0.00020 MT 0.03600 0.00 ₹0.00 0.03600

RCD 10.05 Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 sqm I) Bitumen 0.00490 MT 725.630 3.55600 0.00 ₹0.00 3.55600

ii) Bitumen emulsion for tack coat . 0.00020 MT 0.14500 0.00 ₹0.00 0.14500

RCD 3.18 Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. cum Compensation for Earth taken from private land 1.00000 cum 2144.750 2144.75000 35.25 ₹75,602.44

RCD 5.03 B Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. cum 25-10 mm 40 percent 0.56670 cum 0.000 0.00000 913.48 ₹0.00 0.000

5mm and below 20 percent 0.28340 cum 0.00000 434.45 ₹0.00 0.000

Bitumen @ 3.4 percent of mix 0.07480 MT 0.00000 0.00 ₹0.00 0.00000

SF Amount 10% ₹926,121.00

1 Carriage of Stone chips from pakur to begusarai by rail and from begusarai to work site by road pakur begusarai

A Carriage from quary site to rail head Pakur loading yard by tipper {lead 3 km (s)+2 km (us))} barauni Barauni

Sr No Carriage of Stone Chips by tipper Formula Lead Rate Per m3 Say Rs

B Loading and unloading at Railway stacking yard 750.2/4.99 150.34 150.34 B

C Cariage Charge By Railways 14.81 5.4 5.5 98%

Add 15% Surchage 69.38 69.38 1.60

Add 5% Development 26.59 26.59 23.125

Sub Total 558.47

Add Originating Terminal charge & Destination Terminal charge(Rs. 20.00+ 20.00) 20.00 5.4 4.99

Rebate (Rs. /T) for all commodities for a distance above 50 kms. And upto 75 kms. 0.00

Freight Rate per Ton 578.47 9.8 x

Add Overhead charge & C.P 15% 86.77

D Carriage of Stone chips from begusarai to Work Site by road begusarai Work Site

Sr No Carriage of Stone Chips by tipper Formula Lead Rate Per m3 Say Rs

LS LU LK 5.4 4.99

Total A+B+C+D 2009.10

2 Carriage of Steel Shhet pile from kolkata 5.4 5.4

A Carriage from Stock Yard to railways r {lead 4km (s)

Sr No Carriage of sheet pile by tipper Formula Lead Rate Per m3 Say Rs

B Loading and unloading at Railway stacking yard 2240.80/8 280.10 280.10 B

C Cariage Charge By Railways

Add 15% Surchage

Add 5% Development

Add 4.2% Service Charge

Sub Total 1049.11

Add Overhead charge & C.P 15% 157.37

Sub Total 1206.48

D Carriage from Darbhanga to work site by tipper

Sr No Carriage of Stone Chips by tipper Formula Lead Rate Per m3 Say Rs

Total A+B+C+D 2933.38

Say Total 2933.40 Per M3

3 Carriage of Bitumen

Sr No Carriage of Bitumen by tipper Formula Lead Rate Per MT Say Rs Unit

4 Carriage of Bitumen Emulsion

Sr No Carriage of Bitumen Emulsion by tipper Formula Lead Rate Per MT Say Rs Unit

2 Carriage of Kiul Sand by road

Sr No Carriage of Kiul Sand by tipper Formula Lead Rate Per m3 Say Rs Unit

3 Carriage of Bricks by tipper Formula

Sr No Carriage of Bricks by tipper Formula Lead Rate Per %0 Nos Say Rs Unit

3 Carriage of Bricks by tractor lead 7km (S)+1 km (K)

Sr No Carriage of Bricks by Tractor Formula Lead Rate Per %0 Nos Say Rs Unit

4 Carriage of Cement+Steel By tipper

Sr No Carriage of Cement+Steel by tipper Formula Lead Rate Per MT Say Rs Unit

7 Carriage of Cement+Steel By Tractor

Sr No Carriage of Cement+Steel by Tractor Formula Lead Rate Per MT Say Rs Unit

5 Carriage Local Sand by tractor

Sr No Carriage of Local Sand Formula Lead Rate Per Per M3 With Royality Say Rs Unit

12 Carriage of NP-3 Hume Pipe

Sr No Carriage of NP-3 Hume Pipe 900mm & 1000 mm dia Lead Rate Per Nos Say Rs Unit

6 Carriage Local Sand by tipper

Sr No Carriage of Local Sand Formula Lead Rate Per Per M3 With Royality Say Rs Unit