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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 | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Documents are correct. |
| 2 | Accepted-Technical | Accepted-Technical Documents are correct. |
| 3 | Rejected-Technical | Rejected-Technical Man power supply firm not related to construction activity |
| 4 | Rejected-Technical 68 6 SHIVA NAGAR CHHAJLAPUR RAEBARELI RAEBARELI UTTAR PRADESH 229001 CHHAJLAPUR RAEBARELI UTTAR PRADESH 229206 | RAE BARELI | UTTAR PRADESH | 229001 | Rejected-Technical Man power supply firm not related to construction activity. |
Tender Value
₹15.0 L
EMD Value
₹30,000
Closing Date
8 Jan 2026, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Commandant Engineer SHQ(Lucknow)
SHQ(LUCKNOW) ITBP MOHANLALGANJ, LUCKNOW
ARM of Internal road at BHQ of 32nd Bn ITBP PoliceMaharajganj Kanpur(U.P)
2025_ITBP_890480_1
ITBP/SHQ(LKO)Engr/15/25-26-72
Open Tender
Civil Works - Roads
Percentage
90 days
32ND BN ITBP Maharajganj, Kanpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹30,000
14 Jan 2026
18 Dec 2025
9 Jan 2026
18 Dec 2025
8 Jan 2026
18 Dec 2025
18 Dec 2025 - 8 Jan 2026
Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.:25 mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.: 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.: With medium setting bitumen emulsion: On bituminous surface @ 0.25kg/sqm
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