Tender For Work Of Widening And Strengthening Of The Section From Chainage 0.00 To 5.00 Of Saidapur Road (Ad) From Shivranali Of Akbarpur Chandapatti Delhipur Road (Sh-128) Via Saspana Jafarganj.
Tender Value
11.52 Crore
Estimated cost
Bid Submission
30 Oct 2026
7 days left
EMD
23.05 Lakhs
Bank guarantee accepted
Document Fee
2950
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ambedkar Nagar → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Work Of Widening And Strengthening Of The Section From Chainage 0.00 To 5.00 Of Saidapur Road (Ad) From Shivranali Of Akbarpur Chandapatti Delhipur Road (Sh-128) Via Saspana Jafarganj.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 16-Oct-2026 | Revised Tender Cost and EMD | Other | 30-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. As per MORTh Specification No-201 SI No-2.03 |
| 2 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m MORTH Specification SI-3.06 (301) |
| 3 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads beyond 1km, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. As per MORTH Specification 3.16 (305) |
| 4 | Construction of granular sub-base 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 roller to achieve the desired density, complete as per technical clause 401 |
| 5 | Providing, laying and spreading of graded stone aggregate (WMM) after mixing with 4% portland cement with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform single layer with paver as cemented base on sub base/subgrade( modified soil) and compacting with the road roller to achieve unconfined compressive strength as specified by Engr- in- charge |
| 6 | Providing, laying, spreading and compacting graded stone aggregate in layers wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 7 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. |
| 8 | Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 9 | Providing and laying bituminous concrete with hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 5.4% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects |
| 10 | Construction of earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 As per MORTH 305 SI No. 3.18 |
| 11 | Earth Work in excavation of foundation of structures as per drawing and technical specification includng stting out construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. As per MORTH (9.01) 304B |
| 12 | PCC 1:3:6 Foundation Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curlng for 14 days. As per MORTH 12.40, 2100 |
| 13 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC M-20 As per MORTH 15.11 |
| 14 | Supplying fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical spefifications. MORTH 13.06 , 600 & 2200 |
| 15 | P/L of filter media of 25 mm gauge class-150 brick ballast below hume pipe |
| 16 | P/L of 350mm dia RCC NP-3 hume pipe in position (12.5 Rm) |
| 17 | P/L of 600mm dia RCC NP-3 hume pipe in position (12.50 Rm) |
| 18 | P/L of 900mm dia RCC NP-3 hume pipe in position (12.50 Rm) |
| 19 | Brick masonry work in cement mortar 1:3 in foundation completed excluding pointing and plastering as per drawing and technical specifications As per MORTH 12.05, 1300 |
| 20 | Struck pointing with 1:2 cement sand mortar as per SI no. 574 |
| 21 | Plastering with cement mortar (1:3) on brick work in sub structure as per technical specifications. |
| 22 | Providing and laying of hot applied thermoplastic copound 2.50 mm thick in 100mm widh including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.50 mm is exclusive of surface applied glass beads as per IRC:35. The finished Surface to be level, uniform and free from streaks and holes. |
| 23 | Supply & Erection of built up overhead Contilever structure 6.00 M span comprising of one vertical post of 6.00 M high made up of 300 mm N.B. havey class M.S. pipe as vertical member welded with 10mm M.S. plate at top & bottom for bearing of horizantal frame comprising of 40 mm . N.B. made havey class main pipe as of 25 mm class medium N.B. pipe bracing as per approved designed drawing with one coat of steel primer and two coats of synthetic enamle paint complate the work includes construction of RCC fundation of size 750x750 mm & 1500 deep for built up Overhead Structure including earth work in excavation , 100 mm thick Lean Concrete in 1:4:8 cement , course sand and 40 mm gauge stone balllast , RCC with 1:2:4 cement , Course sand and 20 mm stone grit including supply of grouting of 25 mm dia foundation bolts (600mm long) as per provision of structure including cost of reinforcement & shutting as per direction of Engineer in Charge . |
| 24 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing (Stop sign) |
| 25 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing (as per IRC:67-2012 clause 14.60) (Give way sign) |
| 26 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing (Speed limet Sign) |
| 27 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing (Chevron Sign) |
| 28 | Providing and laying of hot applied thermoplastic compound 5mm thick including reflectorising glass beads@500gms per sqm area thickness of 5 mm is exclusive of surface applied glass beads as per IRC 35. The finished surface to be level uniform and free from streaks and holes.(Repeated Bar) |
| 29 | Supply and fixing of pavement maker (Cat Eye) Type X-ASTMD-4956-04 Avery Dennison/3-M (USA Make) Consisting of ASA Plastic housing fitted with fightly adherent plotting compound. The housing shall contain prismatic two glass covered prismatic reflective face to reflect incident light i/c all tax. |
| 30 | Providing and fixing of KM an Hect Mt Stone |
| 31 | Routine maintenance of 5 years (IInd year) @ 0.25% of (1 to 30) item Civil Cost |
| 32 | Routine maintenance (IIIrd year) @0.50% (1 to 30) item Civil Cost |
| 33 | Routine maintenance (IVth year) @ 0.75% (1 to 30) item Civil Cost |
| 34 | Routine maintenance (Vth year) @ 1.00% (1 to 30) item Civil Cost Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 16, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 30, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 7 daysOct 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysTender Documents
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