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Tender Value
₹64.1 L
EMD Value
₹1.3 L
Closing Date
5 Oct 2026, 3:00 pmClosed
RAJEEV RANJAN
EXECUTIVE ENGINEER (EE)
EE, FLOOD CONTROL AND WATER DRAINAGE DIVISION, LALGANJ
GAJENDRA KUMAR CHAUDHARY
SE
Installation of Over Head Barrier in Service road of Patna Main Canal at Different Point from KM 19.20 to 57.60 (Total 9 Nos) under Irrigation Division Daudnagar
140950
01/2026-27/ID/DAUDNAGAR
Open Tender
CIVIL
Aurangabad
• Earnest Money
• Time of Completion
• Registration No.
• Character Certificate
• Affidavit in required format (Should be after the publication date of the NIT)
CIVIL
PERCENTAGE
L1
1
6 documents required · 6 mandatory
₹10,000
Processing Fee: 1180
₹1.3 L
REFER NIT FOR THE SAME.
30 Sept 2026
30 Sept 2026
6 Oct 2026
30 Sept 2026
5 Oct 2026
30 Sept 2026
3 Oct 2026
TECHNICAL BID (GROUP NO. 01)
Name of Work Installation of Over Head Barrier in Service road of Patna Main Canal at Different Point from KM 19.20 to 57.60 (Total 9 Nos) under Irrigation Division Daudnagar Cost of Work as per BOQ Rs. 6405287.00 Time of Completion 31.03.2027
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, Irriagaion Division, Daudnagar (Pay either online or offline) (Bank Guarantee only)
Bid Security Amount - Rs. 129200.00 Bid Security Amount - Rs.
2 Time of Completion
3 Registration No.
4 Character Certificate
5 Affidavit in required format (Should be after the publication date of the NIT)
BILL OF QUANTITY (B.O.Q)
Name Of Work:- Installation of Over Head Barrier in Service road of Patna Main Canal at Different Point from KM 19.20 to 57.60 (Total 9 Nos) under Irrigation Division Daudnagar
S.No SoR Ref no. Item Qty 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 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. 193.54 Cum 201.57 39011.86
2 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. 18.14 cum 6601.29 119747.40
3 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 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. 118.80 Cum 7476.70 888231.96
4 WRD 5.3.18 Providing shuttering including strutting, propping etc. and its removal after use in foundation as per specifications and direction of E/I. 196.56 Sqm 590.29 116027.40
5 5.3.22 Providing M.S reinforcement ( Tor steel ) as per approved design , drawing, removal of rust, cutting, bending, binding, including supplying annealed wire, placing M.S rods in position complete job as per specifications and direction of E/I. 9.50 MT 81562.23 774841.19
6 BCD 1007 A & Analysis supply,fitting, fixing,installation, of R.s joists for Barrier (350 mmx140mm ) And (200mm x 100mm) 17.51 MT 157739.20 2762013.39
7 BCD 1010 & Analysis supply,fitting, fixing,installation, of 10 mm thick base plate for bottom part of verfied member & HoriZontal member 0.76 MT 172079.10 130780.12
8 BCD 1008 & Analysis supply,fitting, fixing,installation, of 100 x 8 mm thick MS Flat for joint of vertical member & Inclined member 2.03 MT 15455.30 31374.26
9 8.06 Direction and Place Identification Signs with size more than 0.9 sqm size Board.(Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Anglemounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5 m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing).The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.Alternatively, a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would released after receipt a certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same report shall be uploaded while quoting tendor. 7 years warranty shall be provided for retro reflection sheeting Type-IV & 10 years warranty shall be provided for retro reflective sheeting Type-XI as per Clause 6.9 of IRC 67:2012. At the end of warranty period, the sheeting shall retain atleast 80% of its retro reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance. 10.80 m2 16057.83 173424.56
10 CARRIAGE OF MATERIALS
STONE CHIPS 124.56 CUM 2096.56 261147.51
Total Work Value 5354794.56
Add L.Cess @1% 53547.95
Add SF as per Attached Sheet 19866.78
Sub Total 5428209.29
Gross Total 6405286.96
Junior Engineer Assitant Engineer Executive Engineer
Irr. Div. Daudnagar Irr. Div. Daudnagar Irr. Div. Daudnagar
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
NIT 01 OVER HEAD BARRIER.pdf
NIT • 1.33 MB
GROUP NO. 01 TECHNICAL CHECKLIST OVER HEAD BARRIER.xls
NIT • 0.02 MB
GROUP NO. 01 TENDER DOCUMENT OVER HEAD BARRIER.doc
NIT • 1.78 MB
APPROVED BOQ OVER HEAD BARRIER.pdf
NIT • 0.51 MB
BOQ OVER HEAD BARRIER.xlsx
NIT • 0.01 MB
DocScanner 01-Oct-2026 17-25.pdf
NIT • 0.34 MB
C1 DocScanner 01-Oct-2026 17-25.pdf
Corrigendum • 0.34 MB
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