Tender For Construction Of A 3 X 12.50-Meter Span Reinforced Cement Concrete Minor Bridge, Along With Approach Roads And Additional Approach Roads, To Connect The Villages Of Naudad And Adilpur Across The Jagdishpur And Jamon Development Blocks In Am
Tender Value
5.10 Crore
Estimated cost
Bid Submission
03 Nov 2026
4 days left
EMD
10.20 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
Sultanpur → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of A 3 X 12.50-Meter Span Reinforced Cement Concrete Minor Bridge, Along With Approach Roads And Additional Approach Roads, To Connect The Villages Of Naudad And Adilpur Across The Jagdishpur And Jamon Development Blocks In Amethi District
BOQ
| Sl. No. | Item Description |
| 1 | Providing & construction one span service road to reach Island location one pier to another piers. Depth of water 1.00 m |
| 2 | Providing and Constructing Temporary Island 8.0 m diameter for Construction of Well Foundation for 5.50 m dia. Well. |
| 3 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. |
| 4 | Plain/Reinforced Cement Concrete,M 30 grade in Well Foundation in Well Curb complete as per Drawing and Technical Specification. |
| 5 | Plain/Reinforced Cement Concrete M 30 Grade, in Well Foundation in well Steining complete as per Drawing and Technical Specification. |
| 6 | B) Falls Steining Grade M-15 as per Specification & Direction of Engg-in-Charge. |
| 7 | Sinking of 5.50 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.(a) 0.00 to 3.00 mtr. |
| 8 | (b) 3.00 to 10.00 mtr. |
| 9 | (c) 10.00 to 16.00 mtr. |
| 10 | Plain/Reinforced Cement Concrete,M 25 Grade in Well Foundation in Plugging the Bottom of well complete as per Drawing and Technical Specification. |
| 11 | Plain/Reinforced Cement Concrete M 25 Grade , in Well Foundation in Intermediate Plugging of well complete as per Drawing and Technical Specification. |
| 12 | Plain/Reinforced Cement Concrete M 30 Grade , in Well Foundation in Well Caps complete as per Drawing and Technical Specification. |
| 13 | Sand Filling in Wells complete as per Drawing and Technical Specifications. |
| 14 | Providing sleeves nuts of approved design and length in well steining bars including threading of bars and nuts and their fixing as directed by E.I.C. |
| 15 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and Technical Specifications |
| 16 | Reinforced Cement Concrete M 30 Grade ,in Substructure of bridge complete as per Drawing and Technical Specification. |
| 17 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications |
| 18 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to be as per IRC 83 PART II section IX Clause 2005 of MoRTH & H specification complete as per drawing & technical specification.Considering an elastomeric bearing of size 500 x 400 x 96 mm . |
| 19 | Furnishing and Placing Reinforced cement concrete Grade M35 in super-structure as per drawing and Technical Specification |
| 20 | Plain Cement Concrete M 15 Grade ,in Aproch Slab of bridge complete as per Drawing and Technical Specification. |
| 21 | Plain Cement Concrete M 30 Grade ,in Aproch Slab of bridge complete as per Drawing and Technical Specification. |
| 22 | Providing and laying Cement concrete wearing coat M-35 grade including reinforcement complete as per drawing and Technical Specifications |
| 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 of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm. |
| 25 | Drainage Spouts complete as per drawing and Technical specification |
| 26 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 27 | Back filling behing the under approch Slab by Granular Material. |
| 28 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 29 | Cleaning of Jungle including up rooting of trunk, vegetations grass bush wood tree and sapling of girth up to 30 cm. measured at a height of 1 meter above ground level and removed of rubbish upto a distance of 50 meter outside the periphery of area cleaning. |
| 30 | 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 50 m as per Technical Specification Clause 303.1(a) Ordinary Soil |
| 31 | 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. |
| 32 | Providing, laying and spreading Material on a prepared sub grade, adding cement @ 2% by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base. |
| 33 | Providing, laying and spreading Material on a prepared sub grade, adding cement @ 4% by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base. |
| 34 | 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 50 m as per Technical Specification Clause 303.1 |
| 35 | Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 36 | Providing, laying and rolling of open - graded premix carpet surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. |
| 37 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C seal coats |
| 38 | Construction of U- Type Drain Excavation in foundation in ordinary soil, loame, clay or sand including lift upto 1.50 in & lead upto 30 m Including filling watering & ramming of excavated earth into the trenches or upto the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30 m from the foundation trenches. S.I. 251 |
| 39 | Cement concrete with 4 cm gauge stone gritt. Approved coarse sand and cement in the proportion of 6:3:1 insluding supply of all materials labour and T&P etc. required for poper completion of the work. S.I. 280 |
| 40 | Providing plain/ Reinforced Cement Concrete in U-Tpye Drain as per Drawing and Technical Specifications S.I. 283 |
| 41 | Mild steel or iron in plain work such as reinforeed concretc or reinforeed brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of ass steel and wastage and over lapping & hooks. S.I. 504. |
| 42 | Construction of H.P. culverts 900mm dia NP3 H.P.Excavation in foundation in ordinary soil including lift 1.5mt and lead up to 30M and including filling, filling, watering, ramming of excavation earth and also complete with all respect. |
| 43 | Concrete M-15 with 4cm gauge stone ballast Coarse sand and cement in proportion (6:3:1) in foundation and under pipes including supply of all material, labour T&P etc. required for propr completion of the work. |
| 44 | 150 Class B/W in (1:4) cement and fine sand 1.25 finess modelus in error in foundation and plinth including supply of all materials, labour T&P etc. complete as per S.L.No. 305 |
| 45 | Supply of 900 mm NP3 Hume Pipe and its coller including cartage etc. complete. |
| 46 | Layaing of 900mm dia NP3 Hume Pipe in proper posistion and joining them with coller and filling of jute and cement mortar in 1:2 cement and sand complete. |
| 47 | Pointing on the brick work with cement mortar 1:3(1 cement 3 fine sand) Flush/Ruled/Struck or weathered pointing 13:32:1 |
| 48 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 49 | 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 |
| 50 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 2.1.1 All kinds of soil. |
| 51 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm (nominal size) |
| 52 | Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 53 | Pointing on tile brick work with cement mortar 1:3 (1 cement : 3 fine sand): Flush/ Ruled/ Struck or weathered pointing Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysNov 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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