A.E. Work 2026 of Gwaridih Archeological Place. (Agenda No-242/145/2026)

Bill of Quantity

Name of the work : A.E. Work 2026 of Gwaridih Archeological Place. (Agenda No-242/145/2026)

Agenda No.:- 242/145/2026

ESTIMATED COST:- 31133056.00

EARNEST MONEY:- 622700

COST OF BOQ PAY ONLINE MODE:- 10000

DATE OF COMPLETION:- 15.05.2026

SLNO unit Quantity Rate Amount

1 Earth work by excavtor and spreader or tractor- leveller in lower level canal or flood embankment or dhar (Like, Minor, Sub -minor, Jamindari bundh, Pynes etc where tipper is not neaded ) 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 odinary soil including cutting, loading, carriage from pit to banks or embankments, unloading, spreading, clod-breaking and laying in layers properly with lead below 15 metre and with.all lifts all complete job as per specifications and direction of E/I. ( mode of measurement-sectional measurement of compacted earth cum 2737.50 65.40 179032.50

2 Supplly of New bag and N.C. with labour for filling New E.C. bag with local sand (volume of filled bag 1.2 cft and weight 50kg), stiching on two lines by approved nylon thread with stiching machine & generator, Stacking the bags and placing in Nylon Crate of size (1.2m x 1m x 1m) with a lead of 150 M including supply of nylon crate, etc., placing the filled crates in Dry portion within a lead 30 M, all complete as per approved design, specifications and direction of E/I. Lead - Carriage by tractor Lead = 2 km(K). Each 2423.00 1363.20 3303033.60

3 Supplly of New E.C bag with labour for filling New E.C. bag with local sand (volume of filled bag 1.2 cft and weight 50kg), stiching on two lines by approved nylon thread with stiching machine & generator, Stacking the bags and placing with a lead of 150 M including supply of nylon thread, etc.,all complete as per approved design, specifications and direction of E/I. Lead - Carriage by tractor Lead = 2 km(K). %Nos. 45224.00 5189.50 2346899.48

4 Providing and laying and geo bags of size 1m x 0.70m (type A 300 GSM non woven) weight of bag 420 gm volume of filled bag 0.07 m3, weight of filled geo bag 126 kg with local sand including stiching in four lines by approved nylon thread with stiching machine and generator staking and placing in gabion of size 1.80 m x 1.80m x 0.50 m (18 nos geo bag per gabion) after loading, unloading and carriage with the help of trolley within 150m lead including cess all complete job as per specification and direction of E/I. Lead - Carriage by tractor Lead = 2 km(K). Each 367.00 6323.00 2320541.00

5 Providing and laying Geo-Bags of size 1m x 0.70 m (type A 300 GSM none woven) wt. of Bag 420 gm volume of field geo bag 0.07m3 wt. of field geo bag 126 kg with local sand including stitching on four lines by approved nylon thrade with stitching machine and generator, staking and placing after loadingunloading and carriage with held of trally withing 150m lead etc. all complete job as per specification and direction of E/I. Lead - Carriage by tractor Lead = 2 km(K). Each 56862.00 217.60 12373171.20

6 Providing Euclyptus ballah of including , supply, carriage , shoe making & two coat of tar painting over 150 mm to 200 mm dia Euclyptus ballah piles & labour for driving it below ground level up to 6 m including cost of all tools & plants required for job all complete as per specification &direction of E/I.

a. 7 m length ballah Each 391.00 3963.90 1549884.90

b . 9 m length ballah Each 301.00 4501.40 1354921.40

c. 10 m length ballah Each 301.00 4770.20 1435830.20

7 Providing of Euclyptus ballah including , supply, cost of carriage & Labour for fitting & fixing 100 mm to 150 mm dia Euclyptus ballah waling pieces with 16 mm dia bolts nuts & washer at each joint including the cost of bolts nuts & washer complete as per specification &direction of E/I. Each 2079.00 196.60 408731.40

8 Providing of Euclyptus ballah including , supply, cost of carriage & Labour for fitting & fixing 100mm to 150 mm dia Euclyptus ballah cross pieces & fixes with 16 mm dia bolts nuts & washers at each joint including the cost of bolts nuts & washers complete job as per specification &direction of E/I. Each 2780.00 239.10 664698.00

9 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 finaly dressed with suitable earth obtained from excavation of foudation 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. cum 818.00 151.10 123599.80

(b) Add 1 % Labour cess 260603.43

Add Seignorage fees @ 10% of E/W (Cost+Royality) i.e 10% of Rs. (0+33) = Rs.3.30/cum cum 818.00 3.30 2699.40

Add Seignorage fees @ 10% of local sand (Cost+Royality) i.e 10% of Rs. (0+75) = Rs.7.50/cum cum 8039.92 7.50 60299.40

(c) Add S.Fee 62998.80

Grand Total (a) + (b) + (c)= 26383945.71

Grand Total 31133055.94

Technical Sheet (NIT 05SBD/2025-26)

Name of Work A.E. Work 2026 of Gwaridih Archeological Place. (Agenda No-242/145/2026) Cost of Work as per BOQ(Rs in Lakhs) 31133056 Time of Completion in months 15.05.2026 ALL COLOURED CELL TO BE FILLED ACCORDINGLY

Date of uploading Tender online 06.03.2026

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

Address of the contractor

1 Bid Validity Bids shall remain valid for a period not less than 120 days after the deadline date. A Bid valid for a shorter period shall be rejected by the Employer as non-responsive 120 Days 15.1 Page 23 Bid validity periods In days

2 Bid Security (A) Unconditional bank guarantee from any scheduled Indian bank issued within the state in the format given (If issued from any bank outside state will be converted to any bank within the state before executing the agreement. 16.1 Page-24 Amount To be entered (Rs in Lakhs)

( B ) Online Mode- Internet Payment gateway (Credit Card/Debit Card), Net Banking, NEFT/RTGS"

Bid Security Amount - (Rs. In Lakhs) 622700 Bid Security Amount - Rs.

3 (i) Legal Status of Bidder. 4.3(a) Page-15

(ii) Place of Registration.

(iii) Principal place of Business

(iv) Power of attorney of signatory Bid Attached or Not 4.2(iv) Page-15

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) 4.5(A) (a) Page-16 Page- 33

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= 1.17

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

6 Maximum Quantities of work done as prime contractor in any one year during last five years. Items Unit Quantity 4.5( c) Page-17 , Page - 33

Earth Work cum 711

Protection Work (Pitching/ crating/ soling with boulder/brick/geo bag/ E.C. bag/ Nylon crates/ Gabian) cum 1608

7 Bidding Capacity: More than the total Bid value of present work = A*N*3-B=Rs. ____.Where A = Maxm. Value of work executed in any one yr during last 5 yrs. N= Nos of years for completion of works. B=Value of existing commitments & ongoing works to be completed in period 4.7 Page- 18

(a) Existing commitments and ongoing works Page - 18 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 yrs 4.5(B) (a) Page-17, 35 Nos./ Max. Age

Excavator/Poclain/Front End Loader or any other loading machine 2/2/2 8

Tractor/Tipper/Dumper 10/5/5 5

9 Key Personnel Personnel and Qualification for Contract Package Size ( Rs. 10 -30 Crore) 4.5(B) (b) Page-17, 36 Name of the Personnel and Experince in years

Site Engineer: B.E. Civil+ 07 years exp. (3 years in Irrigation Works) or retired A.E. 1 no.

Site supervisor: Fresh Graduate in Civil or Diploma Civil + 03 years Exp. Or retired I.T.I. Holder 1 no.

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). 4.2(i) Page-15 & 45 Amount To be entered (Rs in Lakhs)

11 Proposed methodology and programme of construction. Justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones. (Attached or not) 4.3(l) Page-15

12 Litigation History Information regarding any litigation, current or during the last five years, in which the Bidder is involved, the parties concerned, and disputed amount. (Attached or not) 4.3(j) Page-16, P32

13 Affidavit Regarding statements made in the required attachments are true and correct. Page-46

14 Undertaking Able to invest a minimum of cost upto 25% of contract value of work. During implementation of contract. 4.2(ii) Page-15

15 Time of Completion To be entered in months

16 Registration No.

17 I.T. & G.S.T. Registration & clearance Certificate

18 NOC for Debar (If required)

Bill of Quantity

Name of the work : A.E. Work 2026 of Gwaridih Archeological Place. (Agenda No-242/145/2026)

Agenda No.:- 242/145/2026

ESTIMATED COST:- 31133056.00

EARNEST MONEY:- 622700

COST OF BOQ PAY ONLINE MODE:- 10000

DATE OF COMPLETION:- 15.05.2026

SLNO unit Quantity Rate Amount

1 Earth work by excavtor and spreader or tractor- leveller in lower level canal or flood embankment or dhar (Like, Minor, Sub -minor, Jamindari bundh, Pynes etc where tipper is not neaded ) 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 odinary soil including cutting, loading, carriage from pit to banks or embankments, unloading, spreading, clod-breaking and laying in layers properly with lead below 15 metre and with.all lifts all complete job as per specifications and direction of E/I. ( mode of measurement-sectional measurement of compacted earth cum 2737.50 65.40 179032.50

2 Supplly of New bag and N.C. with labour for filling New E.C. bag with local sand (volume of filled bag 1.2 cft and weight 50kg), stiching on two lines by approved nylon thread with stiching machine & generator, Stacking the bags and placing in Nylon Crate of size (1.2m x 1m x 1m) with a lead of 150 M including supply of nylon crate, etc., placing the filled crates in Dry portion within a lead 30 M, all complete as per approved design, specifications and direction of E/I. Lead - Carriage by tractor Lead = 2 km(K). Each 2423.00 1363.20 3303033.60

3 Supplly of New E.C bag with labour for filling New E.C. bag with local sand (volume of filled bag 1.2 cft and weight 50kg), stiching on two lines by approved nylon thread with stiching machine & generator, Stacking the bags and placing with a lead of 150 M including supply of nylon thread, etc.,all complete as per approved design, specifications and direction of E/I. Lead - Carriage by tractor Lead = 2 km(K). %Nos. 45224.00 5189.50 2346899.48

4 Providing and laying and geo bags of size 1m x 0.70m (type A 300 GSM non woven) weight of bag 420 gm volume of filled bag 0.07 m3, weight of filled geo bag 126 kg with local sand including stiching in four lines by approved nylon thread with stiching machine and generator staking and placing in gabion of size 1.80 m x 1.80m x 0.50 m (18 nos geo bag per gabion) after loading, unloading and carriage with the help of trolley within 150m lead including cess all complete job as per specification and direction of E/I. Lead - Carriage by tractor Lead = 2 km(K). Each 367.00 6323.00 2320541.00

5 Providing and laying Geo-Bags of size 1m x 0.70 m (type A 300 GSM none woven) wt. of Bag 420 gm volume of field geo bag 0.07m3 wt. of field geo bag 126 kg with local sand including stitching on four lines by approved nylon thrade with stitching machine and generator, staking and placing after loadingunloading and carriage with held of trally withing 150m lead etc. all complete job as per specification and direction of E/I. Lead - Carriage by tractor Lead = 2 km(K). Each 56862.00 217.60 12373171.20

6 Providing Euclyptus ballah of including , supply, carriage , shoe making & two coat of tar painting over 150 mm to 200 mm dia Euclyptus ballah piles & labour for driving it below ground level up to 6 m including cost of all tools & plants required for job all complete as per specification &direction of E/I.

a. 7 m length ballah Each 391.00 3963.90 1549884.90

b . 9 m length ballah Each 301.00 4501.40 1354921.40

c. 10 m length ballah Each 301.00 4770.20 1435830.20

7 Providing of Euclyptus ballah including , supply, cost of carriage & Labour for fitting & fixing 100 mm to 150 mm dia Euclyptus ballah waling pieces with 16 mm dia bolts nuts & washer at each joint including the cost of bolts nuts & washer complete as per specification &direction of E/I. Each 2079.00 196.60 408731.40

8 Providing of Euclyptus ballah including , supply, cost of carriage & Labour for fitting & fixing 100mm to 150 mm dia Euclyptus ballah cross pieces & fixes with 16 mm dia bolts nuts & washers at each joint including the cost of bolts nuts & washers complete job as per specification &direction of E/I. Each 2780.00 239.10 664698.00

9 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 finaly dressed with suitable earth obtained from excavation of foudation 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. cum 818.00 151.10 123599.80

(b) Add 1 % Labour cess 260603.43

Add Seignorage fees @ 10% of E/W (Cost+Royality) i.e 10% of Rs. (0+33) = Rs.3.30/cum cum 818.00 3.30 2699.40

Add Seignorage fees @ 10% of local sand (Cost+Royality) i.e 10% of Rs. (0+75) = Rs.7.50/cum cum 8039.92 7.50 60299.40

(c) Add S.Fee 62998.80

Grand Total (a) + (b) + (c)= 26383945.71

Grand Total 31133055.94