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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Responsive |
| 2 | Accepted-Technical | Accepted-Technical Responsive |
| 3 | Accepted-Technical 273001 | GORAKHPUR | UTTAR PRADESH | 273001 | Accepted-Technical Responsive |
| 4 | Accepted-Technical 30 INDUSTRIAL AREA KOKAR RANCHI 834004 JHARKHAND | RANCHI | JHARKHAND | 834004 | Accepted-Technical Responsive |
| 5 | Accepted-Technical 122 SAMHARIYA ASOPUR TANDA AMBEDKAR NAGAR UTTAR PRADESH 224190 | AMBEDKAR NAGAR | UTTAR PRADESH | 224190 | Accepted-Technical Responsive |
Tender Value
₹4.0 Cr
EMD Value
₹22.2 L
Closing Date
1 Apr 2026, 3:00 pmClosed
Superintending Engineer
SE, NH Circle, PWD, Prayagraj , 26 Kasturba Ghandhi Marg Prayagraj,
Maintenance of NH-35 from Km. 0.000 to Km. 37.000 in total 35.92 km length (Kabrai to Banda section excluding ROB at km 22.392) under Short Term Maintenance Contract for the financial year 2025-26 in the State of Uttar Pradesh.
2026_MoRTH_903086_1
732/102C-NHCP/2026 dt 19-03-2026
Open Tender
Civil Works - Roads
Percentage
365 days
Banda
Please Refer Tender Document
3 documents required · 3 mandatory
₹10,000
As per Tender Document
₹22.2 L
SE, NH Circle, PWD, Prayagraj
8 Apr 2026
19 Mar 2026
2 Apr 2026
19 Mar 2026
1 Apr 2026
19 Mar 2026
19 Mar 2026 - 1 Apr 2026
27 Mar 2026
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 |
|---|---|---|---|---|---|
| 11- Road maintenance Providing spot reconditioning, reconstruction and regravelling to repair specific erosion or other damages for restoring the eroded area to originally constructed cross section on cuts and fills slopes/shoulders conforming to Technical Specifications Clause no. 3002. Fill material should be brought from borrow areas located outside ROW conforming to Technical Specification no. 305. Watered and well compacted with plate compactor or power rammer with all leads and lifts as directed by the Engineer (Quantity of compacted Fill material to be measured on cross sectional area basis) (SOR Item No.-3.14) | |||||
| 2 | Removal of rank vegetation/weeds and undesirable vegetation from shoulders, embankment slopes upto ROW (both sides) complete in all respects including breaking of clods, rough dressing and disposal of waste material and vegetation at a place outside ROW as per direction of Engineer-In-Charge and as per Maintenance Standards Clause 3.3 (Frequency will be once in a quarter). (SOR Item No.-2.2)
a) Shoulders including side slopes of embankment up to toe line on both sides of the carriageway. (Frequency of cleaning will be four times in a year; however limited to only areas prone to growth of rank/undesirable vegetation and weeds). | 0.29 | Sqm | - | - |
| 3Providing slurry seal for filling of hair cracks, surface cracks and preventive/renewal treatment as per MoRTH Specification Clause 512. b) Filling of surface cracks 1-3 mm and preventing/ renewal treatment. | |||||
| 4Repair of localized failed areas of PQC by marking the area, removing the failed area using jack hammer, saw cutting to full depth of PQC, replacing membrane, clearing the area from dust and debris. Placing M-40 grade PQC in a depth equivalent to the existing depth of PQC and installing existing expansion joint/other joint (if there was one). | |||||
| 5Sealing of crack/porous concrete with Epoxy grout by injection through nipples complete as per Clause 2803 of Technical Specifications and as per approval of the Engineer. | |||||
| 6 | Cement plaster/repair to cement plaster in thickness 12-20 mm in cement mortar 1:3 on all types of masonry works in superstructure/substructure at any height as per MoRTH Specifications Clause No. 1000, 1300 and 1400. (SOR Item no. 583) | 1 | Sqm | - | - |
| 7Repair to all types of damaged stone/brick masonry work in superstructure and substructure of bridges/CD works including dismantling of damaged portion and reconstructing to match with existing pattern without causing any damage to the structure in cement work complete in all respects including testing etc. as directed by the Engineer conforming to MoRTH Specifications Clause no. 1000, 1300 and 1400. The rate quoted should be after due consideration of the salvage value of the dismantled material. (SOR Item no. 305) a) Repair to brick masonry in 1:4 cement sand mortar. | |||||
| 8Providing, laying and compacting Wet Mix Macadam (WMM) base course with approved materials complete as per Technical Specifications Clause no. 406 of MoRTH | |||||
| 9Providing and applying primer coat with RS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. | |||||
| 10Providing, laying and compacting Dense Graded Bituminous Macadam complete as per technical Specification Clause no. 505 | |||||
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