RENOVATION OF BABHANDAI POKHAR SCHEME UNDER MI DIV MADHUBANI

TECHNICAL CHECKLIST (GROUP-01)

Name of Work Renovation of Babhandai Pokhar, Block-Basopatti, Under MI Division Madhubani Cost of Work as per BOQ Rs 16077214.00 Time of Completion 12 Month

Sl No. Items Requirement

1 Introduction of Tenderers Name of the tendere(s) of tendering firm-telephone no, fax no. & Email eProcurement Portal https://eproc2.bihar.gov.in

2 Earnest Money As per NIT duly pledged in favour of Executive Engineer, Minor Irrigation Division, Madhubani (Pay either online or Physical mode only)

Bid Security Amount - Rs. 321600.00

3 Time of Completion 12 Month

4 Registration No. MWRD (BIHAR)

5 Update Return file of Income tax & GST

6 Character Certificate

7 Availability of Key equipment

8 Name of equipments Maximum Age Nos.

DOZER 05 Years 1

Pocklan / Excavator/ Fron End Loader 2

Tractor/Tipper/Dumper 5

Concrete Mixer 2

9 Technical Personnel/Qualification/Contract

Site Engineer B.E. Civil+ 07 years exp. or retired A.E. 1

Site Supervisor Graduate in Civil or Diploma Civil + 03 years Exp. Or retired J.E. 1

10 Affidavit in required format (Should be after the publication date of the tender) as per letter no. 746 (M) dated 04.08.21

11 WORK PROGRAM

12 Similar Nature of Work Amount 1607721.00

EXECUTIVE ENGINEER MINOR IRRIGATION DIVISION MADHUBANI

BOQ of Babhandai Pokhar Under M.I. Division Madhubani Village - Basopatti, Panchayat - Basopatti East, Block- Basopatti

Estimated Cost- ₹ 16,077,214.00

Cost of BOQ ₹ 10,000.00

Beltron Processing Fee ₹ 3,540.00

S. NO. ITEMS OF WORK QTY UNIT RATE AMOUNT (IN RS.)

1 Extra work by excavator 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 type of work like filling and making of canal banks or embankment of earth free from logs, roots or any other gradients, desiting 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 lying in layers properly with lead below 15 meter and with. all lifts all complete job as per specification and direction of E/I.(SOR WRD 5.1.47) 53031.366 Per m3 98.37 5216695.00

2 Earth work by Machenical means with help of excavator or tractor with spreader ( Tractor leveller or Tractor Dozer) 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 and construction & removal of dhalas properly with lead of .... metre (lead will be considered as perpendicular distance from C.G. of Pit to C.G. of banks or embankment ) and with all lifts all complete as per specifications and direction of E/I. ( mode of measurement-sectional measurement of compacted earth )(Lead should be taken C.G to C.G. perpendicular to the bank Maximum Lead Upto - 150 mtr. Note:- Track Path may not be taken as lead ) (5.1.46.1) 35354.244 Per m3 207.89 7349794.00

3 Earth+B4:F15 work in excavation of foundation trenches in odinary soil (vide clasification of soil item A ) and disposal of excavated earth so obtained to a distance 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) 162.636 M3 195.17 31741.67

4 Providing corase 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.(5.1.37) 8.622 M3 339.93 2930.88

5 Providing brick flat soling with designation 100A bricks joints filled with coarse sand of approved quality including royaltyand all taxes, all complete as per approved design,specifications and direction of E/I (5.7.14) 68.958 M2 278.19 19183.43

6 Providing & laying PCC or RCC M-150 with normal mix of (1:2:4) in foundation of various components of canal or embankment structures with approved quality graded coarse aggregate of required grade (as per design) and approved quality sand or requisite FM 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 & placing complete job as per specification and direction of E/I.(5.3.4). 28.455 M3 6502.64 185032.62

7 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 royaliy and all taxes etc. complete job as per specification and direction of E / I. (5.4.2) 64.239 M3 5023.10 322678.92

8 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 royaliy and all taxes etc. complete job as per specification and direction of E / I. (5.4.6) 13.887 M3 5195.28 72146.85

9 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. (5.5.2) 125.712 M2 213.79 26875.97

10 Providing 1.5 mm thick cement punning including curing, , royalty and all taxes etc. complete job as per specification and direction of E / I.(5.5.10) 125.712 M2 64.03 8049.34

11 Providing brick block in designation 100 A bricks of size 600 x 600 x 300 mm duly pointed in cement mortar (1:3) with coarse sand of approved qualiuty for staggered over 150 mm dry khoa filter rammed to make the inter spaces closer, keeping the thickness intact. The inter spaces of blocks to be filled with coarse sand of approved quality including royalty and all taxes, complete job as per approved design, specifications and direction of Ε/Ι.(5.7.27) 31.875 M2 2377.38 75778.99

12 Supplying 600 mm dia NP2 Hume Pipe with collar in line and 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 (1706) 30.000 M 1322.50 39675.00

13 Labour for laying, fitting and fixing of NP2 H.P. of dia 600 mm with coller in line and 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) 30.000 M 843.73 25311.90

14 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 prpfile 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) 54.240 M3 149.24 8094.78

13 Carriage of materials by mechanical transport including, loading, unloading at site.

(iii) Stone Chips 25.602 M3 6985.97 178854.80

(vii) HumePipe(600 mm) 30.000 M 170.28 5108.40

(viii) Jhama Metal 9.708 M3 296.79 2881.24

Sub Total 13897414.88

Seigniorage Fee 318266.00

Labour Cess (1%) 138974.00

Grand Total 16077214.00