Tender For Construction Of A Minor Bridge With 3X 18.75 Meters Span Approach Roads Additional Approach Roads, And Protective Works Behata Nala Between Kothali Village And Banki Nagar In Unnao District
Tender Value
3.89 Crore
Estimated cost
Bid Submission
17 Oct 2026
3 days left
EMD
21.45 Lakhs
Bank guarantee accepted
Document Fee
2715
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Unnao → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of A Minor Bridge With 3X 18.75 Meters Span Approach Roads Additional Approach Roads, And Protective Works Behata Nala Between Kothali Village And Banki Nagar In Unnao District
BOQ
| Sl. No. | Item Description |
| 1 | Providing and Construction of one span service road to reach island loacation one pier to another pier |
| 2 | Providing and Constructing Temporary Island of 16 m diameter for Construction of Well Foundation for 5 m dia. Well. . |
| 3 | Providing and laying Cutting edge of Mild Steel weighing 40 kg per meter for well foundation complete as per Drawing and Technical Specification |
| 4 | Plain/ Reinforced Cement Concrete M-30 in well Curb complete as per drawing and technical specification (Foundation) |
| 5 | Plain/ Reinforced Cement Concrete M-30 in well Steining/False Steining complete as per drawing and technical specification( In Foundation) |
| 6 | Sinking of wells 5.00 Mt. External diameter through all kinds of sand silt clay except hard stratum like kankar, boulders, rocks, only below the low water level including loading and unloading of weight and pumping out of water including necessary T&P machine, labour etc was required for proper completion of the work MORTH Sp. No. 1200 (Sl,No.12.12)(1)0.00 meter to 3.00 meter |
| 7 | Sinking of wells 5.00 Mt. External diameter through all kinds of sand silt clay except hard stratum like kankar, boulders, rocks, only below the low water level including loading and unloading of weight and pumping out of water including necessary T&P machine, labour etc was required for proper completion of the work MORTH Sp. No. 1200 (Sl,No.12.12)3.00 meter to 10.00 meter |
| 8 | Sinking of wells 5.00 Mt. External diameter through all kinds of sand silt clay except hard stratum like kankar, boulders, rocks, only below the low water level including loading and unloading of weight and pumping out of water including necessary T&P machine, labour etc was required for proper completion of the work MORTH Sp. No. 1200 (Sl,No.12.12)10.00 meter to 18.5000 meter |
| 9 | Plain/ Reinforced Cement Concrete M-25 in plugging the bottom complete as per drawing and technical specification |
| 10 | Sand filling in side the well between bottom and top plugging including watering ramming and also including necessary T&P etc, required for proper completion of the work. MORTH Sp.No.1207(Sl. No. 12.21) |
| 11 | Plain/ Reinforced Cement Concrete M-25 in Intermediate Plug complete as per drawing and technical specification |
| 12 | Plain/ Reinforced Cement Concrete M-30 in Well Cap complete as per drawing and technical specification(In Foundation) |
| 13 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in foundation complete as per Drawing and Technical Specifications MORTH Sp. 1600 (SI no. 12.4) |
| 14 | Providing Sleeces Nuts of Approved design and length is well steining bars including threading of bars and Nuts and their fixing as directed by E.I.C. |
| 15 | Plain/ Reinforced Cement Concrete M-30 in Sub Structure complete as per drawing and technical specification(In Sub Struture) |
| 16 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.(In Sub Struture) |
| 17 | Back Fill Behind Abutment, Wing wall and Return Wall, Complete as per drawing and Specification.(In Sub Struture) |
| 18 | Furnising and Placing Reinforced cement Concrete M-35 in super structure as per drawing and technical specification(In Super Struture) |
| 19 | Providing and Laying of an elastomeric slab steel expansion joint, catering to right or skew(less than 20deg., manderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specification to be installed by the manufacturer/ supplier or their autherised representative/supplier or their autherised representative ensuring compliance to the manufacturer instructions for installation and clause 2606 of MORTH specification of road and bridge work.(In Super Struture) |
| 20 | Supply & fixing of 10 mm dia drainage spouts of cost iron with gratings as per drawing including cost of all materials, labour, T&P etc. required for proper completion of the work MORTH Sp. Sl. No. 2705 (Sl. No. 14.9) |
| 21 | PCC M15 leveling course below approach slab as per MORTH sp. 2700 (Sl. N0. 14.10) |
| 22 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification MORTH Sp. 1500,1600,1700 & 2704 (Sl. No. 14.11) |
| 23 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. |
| 24 | Providing and Laying Cement Concrete wearing coat M-35 Grade including reinforcement complete as per Drawing and Technical Specification(In Super Structure) |
| 25 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (In Protection Work) |
| 26 | Providing & laying in cement concrete 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(In Protection Work) |
| 27 | Providing & laying in cement concrete 1:2:4 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(In Protection Work) |
| 28 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.MORD 12.5 (In Protection Work) |
| 29 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204(In Protection Work) |
| 30 | Providing & laying boulders apron on river bed for protection against scour with stone boulders weighting not less then 40kg each complete as per drawing and Technical Specifications. (In Protection Work) |
| 31 | 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(In Protection Work) |
| 32 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification(In Protection Work) |
| 33 | Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5(In App. and Add App.) |
| 34 | Construction of granular sub-base 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.(In App. and Add App.) |
| 35 | Providing ,Laying ,spreading and compacting stone aggregates of 63-45 mm size 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 screening,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density .(In App. and Add App.) |
| 36 | Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size 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 screening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density (In App. and Add App.) |
| 37 | Brick edging on both sides of the road with first class bricks 8 cm wide & 12 cm deep laid with mudmortar including labour & supply of bricks finished to required template and in proper alingment and also including dressing & ramming the excavated earth as directed by the Engineer - in -charge. (In App. and Add App.) |
| 38 | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mannual means(In App. and Add App.) |
| 39 | Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom .(In App. and Add App.) |
| 40 | Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm 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 .(In App. and Add App.) |
| 41 | Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall .(In App. and Add App.) |
| 42 | Construction of Shoulder with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 314.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 314.5 in (In App. and Add App.) |
| 43 | Road Furniture Reflective Sign Board,Reflective Caution Boards,Painting of Km.Stone,Hect.Stone, Culvert Parapet etc.(In App. and Add App.) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysOct 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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