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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.8 LAccepted-AOC | L1 | Accepted-AOC winner-1 (L1) through transparent lottery | |
| 2 | L1₹19.8 LAccepted-AOC | L1 | Accepted-AOC winner-2 (L2) through transparent lottery | |
| 3 | L1₹19.8 LRejected-AOC | L1 | Rejected-AOC Rejected because Rudra narayan Mohapatra win the lottery | |
| 4 | L1₹19.8 LRejected-AOC | L1 | Rejected-AOC Rejected because Rudra narayan Mohapatra win the lottery | |
| 5 | L1₹19.8 LRejected-AOC AT MALATENTULIA POLASARA DIST GANJAM ODISHA PIN 761105 | POLASARA | GANJAM | ODISHA | 761105 | L1 | Rejected-AOC Rejected because Rudra narayan Mohapatra win the lottery |
Tender Value
₹23.3 L
EMD Value
₹23,346
Closing Date
31 Jul 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Divisional Head, IDCO, Cuttack Division
Office Of the Divisional Head, IDCO, Cuttack Division, Jagatpur New Industrial Estate, Cuttack - 754021
Construction of CC Road
2025_IDCO_115646_1
CTC/CIV/EST/E-01/2025-26
National Competitive Bid
Civil Works - Roads
Percentage
Old Industrial Estate, Jagatpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹7,080
₹23,346
Yes
12 Sept 2025
17 Jul 2025
1 Aug 2025
17 Jul 2025
31 Jul 2025
17 Jul 2025
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of existing stumps of trees dead or cut earlier stacking serviceable material for use or auction within the road land & disposal of all unserviceable material including removal top 150mm thick organic soil away from the road land as under Clause no. 201 & Section 200, section 100 & Cl.112 of technical specification Part- I/II specification for Road & Bridge work of MORT&H (5th revision) including full compensation inclusive costs for all contingencies, incidentals involved for the finished operations defect free item work to specification complete & direction of Engineer or his representative to satisfaction. | 1,680 | Sqm | 8.27 | ₹13,893.6 |
| 2 | Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debris within 50m lead | 10.08 | Cum | 840 | ₹8,467.2 |
| 3 | Earth work in ordinary soil within the initial lead of 50 m. and initial lift of 1.50 m. including rough dressing and breaking of clods to maximum 5 cm. To 7 cm. etc. all complete. | 1,125.6 | Sqm | 201.6 | ₹2,26,920.96 |
| 4 | Loosening minimum 150mm thick, levelling Compacting original ground supporting embankment to facilitate construction of earthen embankment, sprinkling water to OMC and compacting by rolling so as to achieve minimum required, density table 300-1, 300-2 in embankment construction as per technical specification Part I / II under Cl. 303 & 112 table No.- 300-1 of specification for road and bridge works MORT&H (5th revision) complete including full compensation of all operations, all inclusive costs, contigencies, incidentals involved for the finished defect free item of work complete to specification as per direction of Engineer or his representative to satisfaction. | 252 | Cum | 36 | ₹9,072 |
| 5 | Providing stone screened dust blanket on the road surface as a levelling course. | 168 | Cum | 1,537.1 | ₹2,58,232.8 |
| 6 | Construction of G.S.B. by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory power roller to achieve the desired density, complete as per clause no. 401. | 252 | Cum | 2,599.56 | ₹6,55,089.12 |
| 7 | Construction of DLC sub-base over a prepared sub-grade with coarse and fine aggregates confirming to IS:383, the size of coarse aggregates not exceeding 25mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 Kg/ cum, optimum moisture content to be determined etc. complete as per direction of Engineer in charge. | 85.05 | Cum | 4,177.96 | ₹3,55,335.5 |
| 8 | Construction of un-reinforce, dowel jointed at expansion & construction joint only using steel @ 10.10 Kg./ Cum. approximately or as per approved design & drawing, PCC pavement as per design of M-30, over a prepared sub-base with 43graded cement, coarse & fine aggregates confirming to IS:383 as per the direction of Engineer-in-charge. | 115.5 | Cum | 6,860.46 | ₹7,92,383.13 |
| 9 | Rigid & smooth centering & shutterings for R.C.C. works etc. all complete. | 61.6 | Sqm | 246.21 | ₹15,166.54 |
| 10 | GST will be paid extra as applicable. | - | - | - | - |
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_546226.pdf
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DTCN.pdf
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Tendernotice_1.pdf
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BOQ_546226.xls
BOQ • 0.34 MB
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