RENOVATION OF 02 NOS. DHOBAHA POKHAR

RENIT 01 / 2026-27 MINOR WATER RESOURCES DEPARTMENT GOVERNMENT OF BIHAR Technical Bid Evaluation Recommendation (Based on F2)

1 Name of Work:- RENOVATION OF 02 NOS. DHOBAHA POKHAR

2 Amount of BOQ:- Rs. 19510771.00

3 Last Date of Submission of Tender:- 30.04.2026

4 Time of Completion for original work:- 09 Months

5 Details of Qualifying Items

Sl. PARTICULARS OF ITEMS CLAUSE NO. MINIMUM REQUIREMENT PROVIDED BY

I REGISTRATION (valid only MWRD, BIHAR Registration) As per NIT As per NIT

II COST OF BOQ As per NIT Rs. 10000.00

BID PROCESSING FEES As per NIT Rs. 3540.00

III EARNEST MONEY ITB cl-16& NIT Rule 20 Rs. 390300.00

IV EARNEST MONEY VALID UPTO ITB cl-16 & IFB As per NIT

V BID VALIDITY UPTO (As per Bid validity period) ITB cl- 15 120 Days

VI EXPERIENCE OF SIMILAR NATURE OF WORK (satisfactory completed atleast one similar work of value not less than 10% of estimated value of contract in ruppee lakhs) ITB 4.5(A)(b) Rs. 19.51 Lakhs

VII LEGAL INDENTITY ITB 4.3 (a)

VIII TECHNICAL PERSONNEL

SITE ENGINEER B.E. Civil + 07 Years Exp. Or Retired A.E. ITB (4.5) B(b) 1

SITE SUPERVISIOR Fresh Graduate in Civil or Diploma in Civil + 03 yrs experience or Retired J.E. ITB (4.5) B(b) 1

IX KEY PLANTS & EQUIPMENT Max. Age Nos. Required

Dozer 05 Years 1

Excavator/Poclain/Front Loader 05 Years 2

Tractor/Tipper/Dumper 05 Years 5

Concrete Mixture Machine 05 Years 2

X PROPOSED METHOLOGY & PROGRAMME OF CONSTRUCTION ITB cl-4.3(1)& 4.5(B)(a)

XI POWER OF ATTORNEY ITB 4.2(iv)

XII WHETHER AFFIDAVIT ATTACHED (As per as NIT)

REGARDING BLACKLISTING/ DEBBAR

REGARDING I do under signed…..

REGARDING GOOD BEHAVIOUR

REGARDING NO WORK PENDING IN MWRD

XIII LITIGATION HISTORY

XV CHARACTER CERTIFICATE (Issued from S.P office for all members)

BILL OF QUANTITY FOR RENOVATION OF 02 NOS. DHOBAHA POKHAR

Last Date & Time of Uploading Tender :- 30.04.2026, 5 PM

Estimated Cost :- Rs. 19,510,771.00

Earnest Money :- Rs. 390,300.00

Time of Completion :- 09 Months

Cost of BOQ :- 10000.00

Beltron Bid Processing Fee :- 3540.00

Sl. No. Item Quantity Unit Rate Amount (Rs)

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 needed) 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) NOTE :- Add Royality of Earth Rs. 33.00 Where needed without overhead charge & C.P. (5.1.47) 45482.231 Per M3 98.40 4475451.53

2 Earth work by Mechanical means with help of Excavtor, 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 odinary soil including cutting, loading, carriage from pit to banks or embankments, unloading, spreading, clod-breaking and laying in layers properly with lead of ............... metre (lead will be considered as track path i.e. half of distance travelled in one cycle i.e half of haulage path from pit to bank or embankment. Pit will be beyond 150 meter from centre of bank i.e. perpendicular distance from centre of bank to nearest boundary of pit will be more than 150 meter) and with all lifts all complete job as per specifications and direction of E/I (mode of measurement-sectional measurement of compacted earth) (a) Lead beyond 150 M but upto 0.5 km (5.1.46.1) 30321.487 Per M3 207.89 6303533.93

3 Earth work in excavation of foundation trenches in odinary soil (vide clasification of soil item A) and disposal of excavated earth so obtained to a diustance upto 50 mtr and average lift of 1.5 mtr including levelling, ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specifications and direction of E/I (5.1.27) 661.67 Per M3 195.20 129157.98

4 Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all complete job as per specifications and direction of E/I (5.1.37) 47.005 Per M3 339.90 15977.00

5 Providing brick flat soling with designation 100A bricks joints filled with coarse sand of approved quality including royalty, all complete as per approved design, specifications and direction of E/I (5.7.14) 415.83 Per M2 275.60 114602.75

6 Providing shuttering including strutting, proping etc. and its removal after use in foundation as per specifications and direction of E/I (5.3.18) 213.85 Per M2 578.60 123733.61

7 Providing and laying P.C.C. or R.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, royality 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 (5.3.4) 158.895 Per M3 6502.60 1033230.63

8 Brick work in designation 100 A Brick with cement motar (1:4) in foundation with approved quality coarse sand of requisite F.M. washed and screened with raking out joints to 12 mm depth, curring, scaffolding and its removal wherever required including royality etc. complete job as per specification and direction of E/I (5.4.2) 232.695 Per M3 4990.40 1161241.13

9 Brick work in designation 100 A Brick with cement motar (1:4) in superstructure with approved quality coarse sand of requisite F.M. washed and screened with raking out joints to 12 mm depth, curring, scaffolding and its removal wherever required including royality etc. complete job as per specification and direction of E/I (5.4.6) 113.27 Per M3 5162.60 584767.70

10 Providing and laying P.C.C or R.C.C M-150 with nominal mix of (1:2:4) in super structure of various components of canal or embankment structures with approved quality of graded coarse aggegate of required grade (as per design) and approved quality sand of requisite FM washed and screened including necessary tools and plants, vibrating, curing, royalty etc. excluding cost of form work as well reinforcement, its cutting, bending, binding & placing complete job as per sepcifications and direction of E/I (Taking Rate of approved quality of aggregate as per Design) (Rate of Coarse aggregates 20 mm To 10 mm Taken) (5.3.9) 5.915 Per M3 6502.60 38462.88

11 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, royality etc. complete job as per specification and direction of E/I (5.5.2) 378.185 Per M2 213.80 80855.95

12 Providing 1.5 mm thick cement punning including curing, royality etc. complete job as per specification and direction of E/I (5.5.10) 358.205 Per M2 64.00 22925.12

13 Labour for laying, fiting and fixing 600 mm dia NP2 pipe with collors 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 (5.6.1.5) 40.00 Per M 843.70 33748.00

14 Supply NP2 HP 600 mm dia pipe [Ref. Code 1706] 40.00 Per M 1265.00 50600.00

15 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 foundation trenches and placed in a suitable profile within a lead of 30 mtr and lift of 1.5 mtr. complete job as per specifications and direction of E/I (5.1.31) 199.555 Per M3 149.20 29773.61

16 Providing M.S reinforcement (Tor steel) as per approved desing, drawing, removal of rust, cutting, bending, binding including supplying annealead wire, placing M.S rods in position complete job as per specifications and direction of E/I (5.3.22)

17 Providing weep holes with dry graded stone single filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/I (5.8.6(a)) 28 Each 108.82 3046.96

18 Making 25 cm (120") dia bore upto 4 mtr. Depth below ground with hand auger of approved quality in ordinary soil (vide classification of soil item A) true to plumb and without eccentricity in any stage of operation and disposal of the excavated earth upto 50 mtr., lead in eluding all lifts, all complete as per approved design and direction of E/I (Details of cost for 4 piles of 4 m = 16 mtrs. depth) (BCD - 20.3A.1) (Rate exclusive of GST & Labour Cess) 32.94 Per M 154.80 5099.11

19 Carriage of materials

a) Cement 98.505 Per MT 475.30 46819.43

d) Stone Chips 148.225 Per M3 5390.50 799006.86

e) Local Sand 53.32 Per M3 251.20 13393.98

Total Rs. 16020159.00

Add Labour cess @ 1% Rs. 160202.00

Add Seiniorage Fee Rs. 354191.00

Total Rs. 16534552.00

Total Rs. 19510771.00

Executive Engineer

M.I. Division, Kaimur, Mohania