Tender For Maintenance Works Of Nh-730 From Ch 537.470 To Ch 564.750 Under Short Term Maintenance Contract In The State Of Uttar Pradesh.
Tender Value
3.66 Crore
Estimated cost
Bid Submission
24 Jul 2026
0 days left
EMD
20.33 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kushi Nagar → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Maintenance Works Of Nh-730 From Ch 537.470 To Ch 564.750 Under Short Term Maintenance Contract In The State Of Uttar Pradesh.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 02-Jul-2026 | Corrigendum-I | Other | 17-Jul-2026 |
| 2 | 16-Jul-2026 | Corrigendum-II | Date | 24-Jul-2026 |
| 3 | 02-Jul-2026 | Corrigendum-I | Other | 24-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | BOQ Part -I Under NH Division PWD Gorakhpur (Bill No. 1 : Road Maintenance) |
| 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).a) Shoulders including side slopes of embankment upto 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). |
| 3 | NH-730 Km. 537.470 to 564.750 |
| 4 | 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) |
| 5 | NH-730 Km. 537.470 to 564.750 |
| 6 | Providing slurry seal for filling of hair cracks, surface cracks and preventive/ renewal treatment as per MoRTH Specification Clause 512.b) Filling of Surface cracks 4-6 mm and preventing/renewal treatment. |
| 7 | NH-730 Km. 537.470 to 564.750 |
| 8 | Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes. |
| 9 | NH-730 Km. 537.470 to 564.750 |
| 10 | Bill No. 2 : Road Property Maintenance |
| 11 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.a) painting Parapet of bridges and culverts |
| 12 | NH-730 Km. 537.470 to 564.750 |
| 13 | Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 500 gms per sqm area, thickness of 5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. |
| 14 | NH-730 Km. 537.470 to 564.750 |
| 15 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. |
| 16 | NH-730 Km. 537.470 to 564.750 |
| 17 | Supply and fixing of reflective raised pavement marker with its body surface made of tough ASA (Acrylic styrene Acrylonitrite) or HIPS (Hi- impact Polystyrene) or acrylonitrile butadiens styrenc (ABS). The marker shall supported a load of 1335 kg tested in accordance with ASTMD 4280 and its reflective panels shall consist of number of lenses containing single or dual prismatic cubes of providing total internal reflection of the light entering the lens face. Retro reflecting surface shall preferably be 35± 50 to base and area of each retro- reflecting surface shall not be less than 13.0 sqcm road studs shall be legibly marked with name trade mark or other means of idenfification of the manufacturer. Dimensions of road studs should not be less than 100 mm x100mm x10mm |
| 18 | NH-730 Km. 537.470 to 564.750 |
| 19 | The solar cateye shall be produced from an engineered polymer selected for superior empact resistance and weather-ability. The top of the marker should be tranparent for solar charging and light without in active mode. The base of the body shall be yellow or natural white as approved by engineer in charge. The marker shall incorporate a solar panel(comprising of solar cells) for converting solar energy into electricity, a storage device for storing the energy, LEDs for illuminitaion and a design for providing 360 degree uniform smooth illumination through light tube. The marker shall also have high reflective plastic lenses for conspicuity in passive mode and dual shanks for improved road presence. These marker are intended for appliction directly onto pavement surface and shall be applied with epoxy resin adhisive designed for use with raised pavement markers and as supplied by the marker manufaturer saparately. The solar cat eye shall be of height 65+-2mm and maximum diameter 136+-4mm. The solar stud/cat eye shall be listed for water ingress as per IP 65 standard andd IP 68 standard and compressive strength of 13635 kg tested in accordence with ASTM D4280 and test report shall be submitted at the time of bidding of tender. If somhoe tender pre qualifiaction condition do not ask for government report then the report shall be submitted to engineer-in-charge before finalization of bill. The shall include all material, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the engineer-in-charge |
| 20 | NH-730 Km. 537.470 to 564.750 |
| 21 | Providing and fixing reinforced cement concrete M-15 grade 5th kilometer stones, kilometer stones and hectometer stones of Standard Design as per IRC:8- 1980 and MoRTH Specification Clause 804 including two coat painting with synthetic enamel paint after applying approved quality cement primer and printing letters with approved quality synthetic enamel paint on both sides as per MoRTH Specification Clause 804 and as per drawing and direction of the Engineer-in- Charge. The job includes fixing of these distance-measuring stones at places after dismantling of existing damaged stones, and further disposing of dismantled material outside ROW. Rates quoted to be inclusive of the salvage value of the useful material obtained during the course of dismantling. The fixing of these stones shall be done with M-10 cement concrete as per drawing and approval of the Engineer-in-Charge. |
| 22 | Hectometer Stone |
| 23 | NH-730 Km. 537.470 to 564.750 |
| 24 | Kilometer Stone |
| 25 | NH-730 Km. 537.470 to 564.750 |
| 26 | 5th Kilometer Stone |
| 27 | NH-730 Km. 537.470 to 564.750 |
| 28 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium composite pannel sheeting, 4mm thick (with MS angle frame 35x35x5), 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 attached drawing. (Rate all including supply and fixing of all material, labour, T&P etc. required for proper complition of work as per MoRT&H specification Cl. 801 and IS/IRC codes.) |
| 29 | i) 600 mm dia Circular sign |
| 30 | ii) 90 cm Equilateral Trangle |
| 31 | iii)30x90 cm (Left/Right) object Hazard |
| 32 | iv) 50x60 cm single chevron |
| 33 | Intersection/ Junction Sign Board Equilateral Trangle 90 Cm |
| 34 | Speed Breaker Board (Intersection road) Equilateral Trangle 90 Cm |
| 35 | Hazard LHS/RHS |
| 36 | School/College Sign Board Equilateral Trangle 90 Cm |
| 37 | Petrol Pump Sign Board 80cmX60cm Rectangular |
| 38 | Direction and Place Identification Signs with size more than 0.9 sqm size Board Type XI Providing and fixing of retro reflective cautionary, mandatory and informatory sign as per IRC : 67-2012 made of high intensity grade sheeting vide clause 801.3 friced over aluminium sheeting type XI 1.5 mm thick supported on a mild steel angle iron pst 75mm x 75mmx 6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement 45cmx45cmx60cm below ground level as per aproved drawing. |
| 39 | NH-730 Km. 537.470 to 564.750 |
| 40 | Painting OF:- Divider painting, Median Kerb painting, Culvert parapet (Road Face Side), (Road Back Side) |
| 41 | Repair of Damaged RCC Drain Cover |
| 42 | Steel @1.20 % to be used in RCC drain cover |
| 43 | Providing and erecting a \\"Thrie\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high, with 1.15 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810 (Including excavation and concreting (Size 0.30x0.30x1.10 mt) Fixing complete ) |
| 44 | NH-730 Km. 537.470 to 564.750 |
| 45 | Bill No. 3 : PERFORMANCE BASED INCIDENT MANAGEMENT AND PAVEMENT REPAIRS |
| 46 | Providing treatment and repair of pot holes/ruts and any depth/ patch repair of all types of bitumen pavement complete as per Technical Specification Clause 3004.2 and as per direction of Engineer by using paving grade bitumen/ emulsion/ cold ready mix material. The job includes remoyal of all failed material, trimming of completed excavation to providing firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per Clause no. 503 back filling the patch with bituminous material as per clause no.509. Compacting trimming and finishing the surface to form a smooth continuous surface all as per Clause no. 3004.2 of Technical Specification. |
| 47 | NH-730 Km. 537.470 to 564.750 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 16, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 17, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 24, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Today
Jul 24, 2026
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
TodayJul 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayJul 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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