NIT 01 /2026-2027 SHLC SASARAM

Name of Work FOR RE-CONSTRUCTION WORK OF PROTECTION WALL AT VARIOUS POINT OF SONE HIGH LEVEL CANAL, NAD MINOR Cost of Work as per BOQ Rs. 4017664.00 Time of Completion in month ONE MONTH

Sl No. Items Requirement

Name of the contractor

Address of the contractor

1 Earnest Money As per NIT duly pledged in favour of Executive Engineer, Sone High Level Canal Division, Bhabhua(Pay either online or offline) (Bank Guarantee only)

Bid Security Amount - Rs. 80400.00 Bid Security Amount - Rs.

2 Time of Completion

3 Registration No.

4 Character Certificate

5 Key Personnel Site Supervisor (Fresh Graduate in civil or Diploma civil + 3 years Exp. Or retired I.T.I. Holder 1

6 Affidavit in required format (Should be after the publication date of the NIT)

SONE HIGH LEVEL CANAL DIVISION SASARAM

Bill OF QUANTITY- FOR RE-CONSTRUCTION WORK OF PROTECTION WALL AT VARIOUS POINT OF SONE HIGH LEVEL CANAL, NAD MINOR

Estimated Cost:- 4017664.00

Earnest Money :- Rs. 80400.00

Time of Completion :- One month

Cost of BOQ :- Rs 5000.00

E TENDERING PROCESSING FEE RS 590.00

Sl. No. SOR Item No. Item of Work Quantity Unit Rate Amount

1 5.1.27 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 mtr and average lift of 1.5 M including leveling , ramming the foundation trenches, removing the roots of shrubs etc. all complete as per specifications and direction of E/I. (5.1.27) 1146.53 Cu.m 197.90 226898.29

2 5.1.37 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. 17.48 Cu.m 346.90 6063.81

3 5.7.14 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 208.62 Sq.m 293.50 61229.97

4 5.3.4 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., 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. 8.76 Cu.m 6606.50 57872.94

5 5.3.9 Providing and laying P.C.C. M-150 with nominal mix of (1:2.:4 ) 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 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. 5.97 Cu.m 6606.50 39440.81

6 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 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. 53.95 Cu.m 6228.80 336043.76

7 5.1.38 Watering and consolidation of earth laid in 150 mm to 225 mm layers by manual labour with C.I hammer to achieve minimum 85 % of dry density including cost and carriage of water and necessary tools and plants with all leads and lifts all complete as per specifications and direction of E/I. 86.88 Cu.m 103.50 8992.08

8 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 royalty etc.complete job as per specification and direction of E / I. 124.90 Cu.m 5215.40 651403.46

9 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 royalty etc. complete job as per specification and direction of E / I. 134.06 Cu.m 5389.20 722476.15

10 5.1.36 Trimming and fine dressing the side slope of canal ( for preparation of soil for lining of precast P.C.C. slab ) to proper section and profile and disposal of soil at a suitable place complete job as per specifications and direction of E/I. 144.80 Sq.m 34.80 5039.04

11 5.6.1.5 Labour for laying fitting and fixing NP2 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 20.00 m 2201.90 44038.00

12 5.3.19 Providing shuttering including strutting, propping etc. and its removal after use in various components of canal structure or embankment structure as per specifications and direction of E/I. 97.62 Sq.m 586.00 57205.32

13 5.3.18 Providing shuttering including strutting, propping etc. and its removal after use in foundation as per specifications and direction of E/I. 57.86 Sq.m 586.00 33905.96

14 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 etc. complete job as per specification and direction of E / I. 533.87 Sq.m 218.00 116383.66

15 5.5.10 Providing 1.5 mm thick cement punning including curing, royalty etc. complete job as per specification and direction of E / I. 533.62 Sq.m 66.50 35485.73

16 5.1.31 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 mtr and lift of 1.5 mtr. complete job as per specifications and direction of E/I. (5.1.31) 363.82 Cu.m 151.10 54973.20

17 5.1.46.1 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 ............... 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 ) 1.24 Cu.m 255.20 316.45

18 5.7.45.1 Providing and Laying of a Geo-textile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment materials through the voids of the stone pitching/cement concrete block as well as to allow free movement of water without creating any uplift head on the pitchingas per specifications and direction of E/I 108.80 Sq.m 138.20 15036.16

19 5.7.28 Providing brick block in designation 100 A bricks of size 600 x 600 x 200 mm duly pointed in cement mortar ( 1:4 ) with coarse sand of approved quality for staggered pitching over 100 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 etc. all complete as per approved design, specifications and direction of E/I(5.7.28) 36.00 Cu.m 1620.00 58320.00

20 5.3.17 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 wll as royalty and all complete as per specifications and direction of E/I. 21.84 Cu.m 8823.40 192703.06

21 5.2.21 Providing 100/75mm thick P.C.C lining in M-150 with nominal mix of (1:2:4) with well graded stone chips (20mm & down) and coarse sand of approved quality and requirement 5M in side and bottom common portion of the canal in panels with construction joints including cost of form work and its removal,curing, all complete job as per specification & direction of E/I. 2.70 Cu.m 9609.60 25945.92

22 5.2.23 Providing and laying LDPE film of 250 micron or kg/sqm in the bed of canal and side slope as per specification and direction of E/I 36.00 Sq.m 63.58 2288.88

23 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 70.00 Nos 114.30 8001.00

Cost of carriage of materials 0.00 0.00

(a) Cement Average lead Nearest to work site 8 km from sasaram 62.81 M.T 462.80 29068.47

( c) Sone sand Average lead from Sone to work site 30km from dehri 146.72 Cu.m 854.30 125342.90

(d) Stone chips from Mirjapur Querry to worksite Average Lead- 162km 66.36 Cu.m 1690.86 112205.72

(e) Chips Gr IV Average Lead- 162km 20.51 Cu.m 1690.86 34679.62

(g) Local sand Nearest place to work site Lead- 2 km 20.67 Cu.m 159.60 3298.93

(h) Bricks from Average Lead 7 km to work site 126.51 0% nos. 1753.60 221847.94

Sub-Total 3286507.23

Add Labour cess @ 1 % 32865.07

Add Seignorage @ 10 % of (Basic + Royalty) 85428.00

Total 3404800.30

Sub Grand Total 4017664.35

Grand Total 4017664.35

Permissible limit.

1 Estimated cost :- Rs. 4,017,664.00 (A)

2 Cost of Govt. Material :- Rs.- Nil (B)

3 Permissible limit :- Nil

4 Rate quoted according to WRD letter no. 50 dated 20.01.2020 in context with RCD notification no. 447(S) & 448(S) dated 16.01.2020 & Letter No. 449(S) dated 16.01.2020 and WRD letter no. 1/PMC/court/01/ 2022-536 dated 18.07.2023

5 Name of the Contractor :-

6 Address of the Contractor :-

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

Executive Engineer, Sone High Level Canal Division, SASARAM