Tender For Construction Of 5X6 Mt Span Minor Bridge, Approach Road & Additional Approach And Protection Work On Kachhla Sahaswan Road To Jinora Road Instead Of Rapta Bridge In Km 2 Under Rajya Yojna In Financial Year 2026-27.
Tender Value
2.58 Crore
Estimated cost
Bid Submission
22 Sep 2026
8 days left
EMD
14.95 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
Budaun → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 5X6 Mt Span Minor Bridge, Approach Road & Additional Approach And Protection Work On Kachhla Sahaswan Road To Jinora Road Instead Of Rapta Bridge In Km 2 Under Rajya Yojna In Financial Year 2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | Construction of embankment with approved material obtained from brrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 30 m per Technical Specification Clause 301.5 ( Carted earth 3 km) |
| 2 | Construction of embankment with approved material obtained from brrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 30 m per Technical Specification Clause 301.5 |
| 3 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing bymix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specificatin Clause 401. |
| 4 | 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405) |
| 5 | Construction of un-reinforced dowel jointed at expension and construction joint only, plain cement concrete pavement,thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per clause 1501.2.2 M 30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregates and exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design ,laid in approved fixed side from work (steel channel, laying and fixing of 125 micron thick polythene film , wedges,steel plates including levelling the form work as per drawing),spreading the concrete with shovels ,rakes,compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, admixtures as approved, curing of complete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause (1501) |
| 6 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1 |
| 7 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1 (With Carted earth) |
| 8 | Dismantiling brick Work in Cement Mortor as Directed By E In C. SOR Item No. 692 Ch. 17 |
| 9 | Earth work in Excavation of foundation of structures as per drawing and technical spesification of MORTH Item no 304 B 15.01 |
| 10 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and MORT&H sr. 12.08 Technical Specifications 1500,1700 & 2100. (M-15) |
| 11 | Reinforced Cement Concrete Grade M30 using batching plant, transite mixer & concrete pump in Well Foundation complete as per Drawing and Technical Specification. 12.08 G |
| 12 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 13 | Providing Weapholes in brick masonry/ stone masonry ,plain/ Reinforced abutment, wing wall , returning wall with 100 mm dia AC pipe extending through the full width of the Sturcture with slope of 1(v):2(H) towards drawing face Complete as per drawing and technical Specification Clause 2706, 2200 |
| 14 | 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. MORTH 800 Sr no. 14.16 |
| 15 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification MORTH 2504 Sr no. 16.05 |
| 16 | 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 MORTH 2503 Sr No. 16.01 |
| 17 | Laying reinforced cement concrete pipe 1000 mm dia for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling concrete and masonary works in head walls and parapets. |
| 18 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per technical specitication clause 302.3 |
| 19 | Providing concrete for plain/reinforced concrete (1:3:6) in open foundations complete as per drawings and technical specification Clause 802,803,1202,1203. |
| 20 | Brick masonary work in cement mortar (1:3 cement coarse sand) in foundation complete excluding pointing and plastring as per drawing and technical specifications Clause 600,1202,1203. |
| 21 | Plastring with cement mortar (1:3) 15 mm thick on brickwork in substructure as per technical specification clauses 613.4,1204 |
| 22 | Providing concrete for plain/reinforced concrete (1:2:4 Nominal Mix) on Culvert complete as per drawings and technical specification Clause 802,803,1202,1203. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 11, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysSep 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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