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Tender Value
₹1.6 Cr
EMD Value
₹3.2 L
Closing Date
9 Jul 2026, 3:00 pmDue tomorrow
PANKAJ KUMAR
EXECUTIVE ENGINEER ROAD DIVISION PURNEA
ROAD DIVISION PURNEA
IRFAN ALI
SE
Construction of Pathway From Daakbanglow to Bihar Talkies More Near GMCH Line Bazar under RCD Road Division Purnea for the year 2025-26
135072
02/RCD/PURNEA/2026-27
Open Tender
CIVIL
Purnia
• NAME OF THE CONTRACTOR
• ADDRESS OF THE CONTRACTOR
• VALID REGISTRATION CERTIFICATE IN APPROPRIATE CLASS RCD BIHAR
• PAN
• GSTIN
• ANNUAL FINANCIAL TURN OVER LAST FIVE YEAR 2021-2022
• ANNUAL FINANCIAL TURN OVER LAST FIVE YEAR 2022-2023
• ANNUAL FINANCIAL TURN OVER LAST FIVE YEAR 2023-2024
• ANNUAL FINANCIAL TURN OVER LAST FIVE YEAR 2024-2025
• ANNUAL FINANCIAL TURN OVER LAST FIVE YEAR 2025-2026
• SIMILAR NATURE OF WORK
CIVIL
PERCENTAGE
L1
1
13 documents required · 13 mandatory
₹10,000
Processing Fee: 5900
₹3.2 L
2 Jul 2026
2 Jul 2026
9 Jul 2026
2 Jul 2026
9 Jul 2026
2 Jul 2026
Name of work Construction of Pathway From Daakbanglow to Bihar Talkies More Near GMCH Line Bazar under RCD Road Division Purnea for the year 2025-26 Cost of work as per BOQ Rs. 16149715.00 Time of completion` 09 Month
Sanctioned Amount Rs. 225.47 lakh ref. 2012 (s) 27.02.26 Date of Tender 09.07.2026
Sl. No. Items Requirement Name of the Contractor
Address of the Contractor
1 Earnest Money / Bid Security (A) Duly pledged in Favour of Executive Engineer, Road Division Katihar
(B) Bid Security Amount- Rs. 323000.00 Amount to be Entered (in Rs.)
2 Work Experience Satisfactory completed atleast one similar nature of value not less than 10% of the estimate value of contract Amount to be Entered (in Rs.)
3 Total Value of Civil Engineering Works performed in Last Five Years
2021-22 Annual Financial Turn over usually not less than 50% of the estimated annual payments under the contract Amount to be Entered (Rs. In Lakh)
2022-23 Amount to be Entered (Rs. In Lakh)
2023-24 Amount to be Entered (Rs. In Lakh)
2024-25 Amount to be Entered (Rs. In Lakh)
2025-26 Amount to be Entered (Rs. In Lakh)
4 Details of Tools & Plants including Quality control equipment Type of Equipment / Maximum age No. Required (For the Project) Nos. Max. Age
Water Tanker As per the decision of Engineer-in-Charge Concerned
Concrete Mixer with integral weigh batching facilty
Hydraulic Excavator
Vibrator with sufficient Niddles
5 Key Personnel Personnel/Qualification/Contract Package Size (For the Project)
Site Engineer / B.E. Civil + 07 Years Experience (3 years in Road Construction ) or Retired A.E 1
Plant Engineer / B.E. Mech + 05 Years Experience or Diploma in Mechanical + 07 Years Experience or Retired J.E -
Site Supervisor Fresh Graduate in Civil or Diploma Civil + 03 Years Exp. or retired I.T.I Holder. 1
6 NOC for Debar (Affidavit) To be attached.
7 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)
8 Undertaking Able to invest a minimum of cost upto 25% of Contract value of work during implementation of work
9 Registration No. Tenderer must be registered in appropriate class RCD, Bihar
10 G.S.T. Registration & Clearance Certificate To be attached.
11 PAN To be attached.
12 Affidavit I the undersigned, do hereby certify that all the statement made in the required attachments are true and correct and if fake/ferged the undersigned will be liable to be inflicted upon the FIR and lawful punishment as well as Black listing
13 Tenderer will have to upload scanned copies of BOQ and Earnest money/Bid Security. To be attached.
Executive Engineer, RCD, Road Division Purnea
Road Construction Department Road Division, Purnea Bill of Quantity
i B.O.Q. Amount Rs. 16,149,715.00
ii Earnest Money Rs. 323,000.00
iii Cost of B.O.Q. Rs. 10,000.00
iv Bid Processing Fee for BELTRON to be paid Through Online Payment Mode as per eproc2
v Time of Completion 09 Months
Construction of Pathway From Daakbanglow to Bihar Talkies More Near GMCH Line Bazar under RCD Road Division Purnea for the year 2025-26
Cost Estimate / Bill of Quantity (BoQ)
Sl No SOR Ref Item Description Unit Bill of Quantity
Quantity Rate Amount
1 4.01 B i By Mix in Plant Mix Method, Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. m3 1,085.765 3,026.90 3,286,502.00
2 RCD Letter 23 (Encl) Dated:- 15/09/2023 Supplying and laying factory made performade/hollow Cement Concrete paver blocks in footpath, park, lawns drive ways or light traffic parking etc, of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required color and pattern over 50 mm thick compacted bed of sand compacting and proper embading and laying of interlocking paver block into the sand bedding layer through vibratory compaction by using plate vibrator filling the joints and cutting of paver block with all complete job as per direction of Engineer - incharge 60mm thick M-35 Grade cement concrete perforated paver block of approved colour design and pattern m2 7,238.430 1,015.07 7,347,513.00
3 8.01ii Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-15 grade foundation 150 mm thick foundation having 50mm protection beyond kerb stone laid with kerb laying machine foundation with all complete job m 2,280.210 251.67 573,860.00
4 8.04 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 0.000 0.00
vi 90 cm Circular No 10.000 9,848.18 98,482.00
xv 90 cm high Octagon No 4.000 10,244.98 40,980.00
x 80 cm x 60 cm Rectangular No 12.000 8,079.58 96,955.00
5 8.08 Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surface m2 1,398.100 104.50 146,101.00
6 8.15a Supplying and installation of delineators (Road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings. nos 1,020.000 795.30 811,206.00
7 8.35b Providing and fixing of Road Stud / Cats Eye 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar with all complete jobs nos 340.000 300.30 102,102.00
8 BCD 19.32 Making soakpit2.5m diameter 3.0metre deep with45x45cm drybrick honeycomb shaftwith bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design nos 25.000 29,974.68 749,367.00
9 9.04 A Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row, 1000 mm dia. nos 0.000 9,145.66 0.00
Seigniorage fee => 300,600.00
Sub Total => 13,686,195.00
Total Cost in Civil Work 16,149,715.00
Executive Engineer
Road Construction Department
Road Division, Purnea
Construction of Pathway From Daakbanglow to Bihar Talkies More Near GMCH Line Bazar under RCD Road Division Purnea for the year 2025-26
Material Basic Rate & Seigniorage Fee
SOR Ref Item Description Unit Material Consumption Basic Price Amount
4.1 B (i) Granular Sub-Base (GSB) m3 1,085.77
4.14 A Wet Mix Macadum (WMM) m3 7,238.43
5.06 II Dense Bituminous Bacadum G-II m3 #REF!
M-045 25-10mm 30 percent m3 #REF! 937.15 #REF!
M-039 10-5mm 28 percent m3 #REF! 616.30 #REF!
M-029 5mm and below 40 percent m3 #REF! 443.27 #REF!
M-190 Filler @2% of weight of aggregates Mt #REF! 3203.55 #REF!
5.05 B Bituminous Concrete G-II m3 #REF!
M-043 13.2mm-10 mm 21percent m3 #REF! 616.30 #REF!
M-039 10-5mm 17percent m3 #REF! 616.30 #REF!
M-029 5mm and below 60 percent m3 #REF! 443.27 #REF!
M-190 Filler @ 2% of weight of aggregates Mt #REF! 3203.55 #REF!
6.01 Dry Lean Cement Concrete Sub-base m3 #REF!
M-005 Coarse Sand m3 #REF! 523.11 #REF!
M-045 Stone aggregate of 25-12.5 mm m3 #REF! 937.15 #REF!
6.02 Cement Concrete Pavement m3 #REF!
M-005 Coarse Sand m3 #REF! 523.11 #REF!
M-045 Stone aggregate of 25-12.5 mm m3 #REF! 937.15 #REF!
9.06 A C-I PCC Grade M15 m3 #REF!
M-005 Coarse Sand m3 #REF! 523.11 #REF!
M-054 40 mm Aggregate m3 #REF! 1032.34 #REF!
M-052 20 mm Aggregate m3 #REF! 1258.00 #REF!
M-050 10 mm Aggregate m3 #REF! 616.30 #REF!
9.06 C C-I RCC Grade M20 m3 #REF!
M-005 Coarse Sand m3 #REF! 523.11 #REF!
M-052 20 mm Aggregate m3 #REF! 1258.00 #REF!
M-050 10 mm Aggregate m3 #REF! 616.30 #REF!
14.07 RCC Railing of M30 #REF!
M-005 Coarse Sand m3 #REF! 523.11 #REF!
M-052 20 mm Aggregate m3 #REF! 1258.00 #REF!
M-050 10 mm Aggregate m3 #REF! 616.30 #REF!
15.11 A C-I PCC Grade M15 m3 #REF!
M-005 Coarse Sand m3 #REF! 523.11 #REF!
M-019 40 mm Aggregate m3 #REF! 1032.34 #REF!
M-017 20 mm Aggregate m3 #REF! 1258.00 #REF!
M-015 10 mm Aggregate m3 #REF! 616.30 #REF!
15.11 B C-I PCC Grade M20 m3 #REF!
M-005 Coarse Sand m3 #REF! 523.11 #REF!
M-054 40 mm Aggregate m3 #REF! 1032.34 #REF!
M-052 20 mm Aggregate m3 #REF! 1258.00 #REF!
M-050 10 mm Aggregate m3 #REF! 616.30 #REF!
15.12 A RCC Grade M20 m3 #REF!
M-005 Coarse Sand m3 #REF! 523.11 #REF!
M-052 20 mm Aggregate m3 #REF! 1258.00 #REF!
M-050 10 mm Aggregate m3 #REF! 616.30 #REF!
15.16 Approach slab M-30 m3 #REF!
M-005 Coarse sand m3 #REF! 523.11 #REF!
M-052 20 mm Aggregate m3 #REF! 1258.00 #REF!
M-050 10 mm Aggregate m3 #REF! 616.30 #REF!
15.23 Back filling (Sandy Material) m3 #REF!
M006 Fine Sand (Local) m3 #REF! 148.07 #REF!
15.24 Filter media m3 #REF!
M011 Filter media of stone aggregate m3 #REF! 714.84 #REF!
15.18 Wearing Coat M-30 m3 #REF!
M-005 Coarse sand m3 #REF! 523.11 #REF!
M-052 20 mm Aggregate m3 #REF! 1258.00 #REF!
M-050 10 mm Aggregate m3 #REF! 616.30 #REF!
16.11 Flexible Apron #REF!
M-003 Stone cum #REF! 711.49 #REF!
M-008 Stone Spalls cum #REF! 370.09 #REF!
16.08 A Rubble stone laid in cement mortar 1:3 #REF!
M-003 Stone cum #REF! 711.49 #REF!
M-008 Stone Spalls cum #REF! 370.09 #REF!
M-005 Coarse sand cum #REF! 523.11 #REF!
M-054 40 mm Aggregate cum #REF! 1032.34 #REF!
M-052 20 mm Aggregate cum #REF! 1258.00 #REF!
M-050 10 mm Aggregate cum #REF! 616.30 #REF!
Total Amount of Royalty => #REF!
Amount of 10% Seigniorage Fee => #REF!
Jr Eneineer Asst Eneineer Executive Eneineer
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tender notice.pdf
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Special Condition.pdf
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Technical Bid for Path Way Town Portion.xls
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BOQ Patway.pdf
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tender notice.pdf
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paper cutting.pdf
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path wAY.xlsx
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