Tender For Construction Of A Small Bridge Near The Nathu Baba Shrine On The Road From Gram Panchayat Maholi To Gulalpur Manjha In Ayodhya District.
Tender Value
61 Lakhs
Estimated cost
Bid Submission
16 Oct 2026
13 days left
EMD
5.05 Lakhs
Bank guarantee accepted
Document Fee
2714
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ayodhya → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of A Small Bridge Near The Nathu Baba Shrine On The Road From Gram Panchayat Maholi To Gulalpur Manjha In Ayodhya District.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation in trenches for foundations in ordinary soil including lift upto 1.5 m. lead upto 30m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer i/c within a distance of 30 mt |
| 2 | Providing and laying grade-1 granular sub-base with well graded material ,spreading in uniform layer with motar grader on prepared surface ,mixing by mix in place method at OMC and compacting with smooth wheel roller to achieve the disered density complete as per techanical spection clause 401 |
| 3 | PCC M-15 using batching plant & manual placing in open foundation complete as per drawing and Technical Sperifications. |
| 4 | R.C.C. M25 grade in Foundation as per drawing and technical specification. |
| 5 | Plain/reinforced cement concrete in open foundation complete as per drawing and technical specification. As per MoRT&H S.I. No.-12.8 & Clause 1500,1700 & 2100 (M-30) |
| 6 | Plain/reinforced cement concrete in sub structure concrete as per drawing and technical specification. As per MoRT&H S.I. No.-13.5 (F) & Clause 1500,1700 & 2200 (M-30) |
| 7 | Providing concrete for plain/reinforced concrete complete in super structure as per drawing and technical specification. As per MoRT&H S.I. No.-14.1 (B) & Clause 1500,1600 & 1700 (M-30) |
| 8 | R.C.C. M35 grade in Wearing coat as per drawing and technical specification. |
| 9 | Supplying, fitting and placing un-coated Mild steel reinforcement complete as per drawing and technical specification |
| 10 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification |
| 11 | Providing and fixing Weep holes in brick masonary / plain reinforced concreet abutment wingwall/ return wall with 100 mm dia. On AC pipe as per drawing and technical specification |
| 12 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. |
| 13 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications |
| 14 | Providing and laying boulders apron on canal bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. |
| 15 | Earth work in embankment in ordinary soil including lift upto 1.50 mtr. and lead up to 30.00 mtr. and also including ramming dressing the surface to required level and slope as per direction of E/I. |
| 16 | Construction of granular sub-base (grading-1) by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 17 | Providing, laying, spreading and compacting stone aggregates of 45-63 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming crushable Stone dust to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. |
| 18 | Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming stone dust to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. |
| 19 | Brick edging 7 cm wide on both sides of the road by S.O. Bricks complete as per PWD detailed specification no 20.15 |
| 20 | Providing and applying primer coat with SS1 grade 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. |
| 21 | Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 22 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat Type C as per Technical Specification Clause 508. |
| 23 | Providing and laying seal coat by manual means with VG-10 bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 |
| 24 | Earth work in Both side Patri.in ordinary soil including lift upto 1.50 mtr. and lead up to 30.00 mtr. and also including ramming dressing the surface to required level and slope as per direction of E/I. |
| 25 | Caution Board |
| 26 | Hazards Marker 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 |
| 27 | Supplying and fixing of Linear Delinators System (LDS)panels made of Micro Prismatic Retro Reflective sheeting type XI duly laminated on thin aluminium foil toa a unique corrugated shape to provide Retro reflection across wide range of observations and external angles. Each LDS pannel should be of nominal length of 33 inch and each ridge shall be approximately 0.34 inch high. Each LDS panel is to be firmly fixed on existing concrete/brick work with 16 Nos fastener/screw. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 03, 2026
11:30 IST
Tender Published
Tender notice published.
TodayOct 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysOct 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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