Tender For Repair Of Minor Bridge In Ambedkar Nagar At Km-1 Jainapur Via Kamnapur Pul To Akdelwa Link Road
Tender Value
32 Lakhs
Estimated cost
Bid Submission
12 Nov 2026
6 days left
EMD
3.20 Lakhs
Bank guarantee accepted
Document Fee
854
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 Repair Of Minor Bridge In Ambedkar Nagar At Km-1 Jainapur Via Kamnapur Pul To Akdelwa Link Road
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. |
| 2 | Filling of cartage earth (3 Km. Distance) both side of approch of the bridge and shouler of the road including loading, unloading ramming dressing and leveling etc complete as per direction of Eng-in-charge. |
| 3 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 4 | 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 |
| 5 | M-150 Brick work 1:4 for making abutment, wingwall, parapet walls of culvert in one cement and Thee parts coarse sand including supply of all material labour, tool plant etc. required for proper completion of the work. |
| 6 | One priming coat & one coat oil ditemper on new work including supply of all materials, labour and T&P etc. required for proper completion of the work. SOR Ch-15 SI No. (649+650) |
| 7 | R.C.C. in M-25 with cement coarse sand and 20mm dalla grit for wearing coat complete in all respect Wearing coat |
| 8 | Supplying fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specification. |
| 9 | Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 Mpa and workmanship conforming to clause 2807.6 |
| 10 | Eproxy bondlng of new concrete to old concrete as per Analysis & specification |
| 11 | Replacement of Expansion joints complete as per drawings |
| 12 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pit not exceeding 1/2 metre (20'') in depth and earthwork in embankment to be 20 cm (8'') layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mts lead. The earth form cutting to be used in making embankment or to be desposited on spoil banks withen 30 m. (100 ft.) distance as directed by the Engineer-in-charge Excluding Royalty. |
| 13 | 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 front and loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 14 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. |
| 15 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 16 | 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 broom. |
| 17 | Providing and applying tack coat with Bitumen (VG-10) using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 18 | 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 of either Type A as per Technical Specification Clause 508 |
| 19 | Providing and laying seal coat 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 |
| 20 | Type - A, \\"W\\" : Metal Beam Crash BarrierProviding and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 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, 330 mm long complete as per clause 810 |
| 21 | S/f of Pavement Maker (Cat Eye) Type X-ASTMD-4956-04 Avery Dennison/3 M (USA Make) consisting of ASA Plastic housing fitted with tightly adherent plotting compound. The housing shall contain prismatic two glass covered prismatic reflective face to reflect incident light I/C all tax |
| 22 | Providing & fixing rectro refective delinater post 12mm ASTMAD 456-4 made of 75mm dia 1.2m round of 1.2mm hight with for support. As per LKO SOR Morth -805 (8.15) |
| 23 | Stuck cement pointing with 1:2 cement and fine sand mortar over brick work complete with all labour, materials ,T&P etc. as per direction of E/I. as SI. No. 574 |
| 24 | 12mm thick plaster with cement mortar in proporation of 1:2 cement & fine sand of 1.25 FM Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysNov 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender