Tender for Tender for Construction Of 3 X 18.75 M Span Minor Bridge (Replacing A Narrow Culvert At Km 2 Of The Chakhani Link Road In Tivai Of The Rudrapur-Koilgaraha Route In Deoria District) Including Approach Road Protective Works And Diversion A
Tender Value
4.07 Crore
Estimated cost
Bid Submission
27 Oct 2026
4 days left
EMD
22.35 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
Deoria → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 3 X 18.75 M Span Minor Bridge (Replacing A Narrow Culvert At Km 2 Of The Chakhani Link Road In Tivai Of The Rudrapur-Koilgaraha Route In Deoria District) Including Approach Road Protective Works And Diversion And Dismantling
BOQ
| Sl. No. | Item Description |
| 1 | Providing and Constructing Temporary Island 24 m diameter for Construction of Well Foundation for 5.00m dia. Well including placing of cutting age under water portion providing 40 cm. above platform from water lavel and its protection by suitable mean and also making plateform for Machinaries including etc. reqd for proper completion of the work and also including all type of taxes, cess and as per Sr. No. 12.09 B (Morth Specification Ref No. 1200)(Excluding GST) |
| 2 | Providing and constructing one span service road to reach island location from one pier location to another pier location for span length 30 m, width of service road 10m and depth of water 1m including cost of material, all labour, T&P etc required for proper completion of the work as per E./I. and also including all type of taxes, cess and as per Sr. No.12.09 C (Morth Specification Ref No.1200)(Excluding GST) |
| 3 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification and including cost of material, all labour, T&P etc required for proper completion of the work as per E./I. and also including all type of taxes, cess and as per Sr. No. 12.10 (Morth Specification Ref No. 1200 & 1900)(Excluding GST) |
| 4 | Reinforced Cement Concrete (Grade M-30), in Well steining of Well Foundation complete as per Drawing and Technical Specification.1200, 1500 & 1700 Sr. No. 12.11 B (iii) Case-1 (Excluding GST) |
| 5 | Reinforced Cement Concrete (Grade M-30), in Well steining of Well Foundation complete as per Drawing and Technical Specification.1200, 1500 & 1700 Sr. No. 12.11 B (iii) Case-1 (Excluding GST) |
| 6 | Plain Cement Concrete (Grade M-20 ), in Bottom Plug of Well Foundation complete as per Drawing and Technical Specification.1200, 1500 & 1700 Sr. No. 12.11 C (i) Case-1 (Excluding GST) |
| 7 | Plain Cement Concrete (Grade M-20 ), in Intermediate plug of Well Foundation complete as per Drawing and Technical Specification.1200, 1500 & 1700 Sr. No. 12.11 D (i) Case-1 (Excluding GST) |
| 8 | Plain Cement Concrete (Grade M-20 ), in Top plug of Well Foundation complete as per Drawing and Technical Specification.1200, 1500 & 1700 Sr. No. 12.11 E (i) Case-1 (Excluding GST) |
| 9 | Reinforced Cement Concrete (Grade M-30), in Well cap of Well Foundation complete as per Drawing and Technical Specification.1200, 1500 & 1700 Sr. No. 12.11 F (iii) Case-1 |
| 10 | Sinking of 6 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.0 - 3 M(Excluding GST) |
| 11 | Sinking of 6 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.3 - 10 M(Excluding GST) |
| 12 | Sinking of 6 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 10 - 19 M(Excluding GST) |
| 13 | Sand Filling in Wells complete as per Drawing and Technical Specifications. Reference to MORT&H Specification 1207 Sr.No. 12.21(Excluding GST) |
| 14 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. Reference to MORT&H Specification 1600 Sr.No. 12.40(Excluding GST) |
| 15 | SUB-STRUCTURE Reinforced cement concrete Grade M-30 in sub-structure complete as per drawing and Technical Specifications Reference to MORT&H Specification 1500, 1700 & 2200 Sr.No(Excluding GST) |
| 16 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications Reference to MORT&H Specification 1600 & 2200 Sr.No.12.41(Excluding GST) |
| 17 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Reference to MORT&H Specification 1600 & 2200 Sr.No.12.41 |
| 18 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications.Reference to MORT&H Specification 1600 & 2200 Sr.No.12.41(Excluding GST) |
| 19 | Furnishing and Placing Reinforced/ Prestressed cement concrete (RCC Grade M30 )in super-structure as per drawing and Technical Specification Reference to MORT&H Specification 1500 &1600 1700 Sr.No. (Excluding GST) |
| 20 | Providing and laying Cement concrete wearing coat M-35 grade including reinforcement complete as per drawing and Technical Specifications Reference to MORT&H Specification 2702 Sr.No. 14.04(Excluding GST) |
| 21 | Drainage Spouts complete as per drawing and Technical specification Reference to MORT&H Specification 2705 Sr.No. 14.09(Excluding GST) |
| 22 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. Reference to MORT&H Specification 2607 Sr.No. 14.21(Excluding GST) |
| 23 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Reference to MORT&H Specification 2700 Sr.No. 14.10(Excluding GST) |
| 24 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Reference to MORT&H Specification 1500,1600,1700 & 2704 Sr.No. 14.11(Excluding GST) |
| 25 | 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. Reference to MORT&H Specification 800 Sr.No.(Excluding GST) |
| 26 | Painting two coats after filling the surface with synthetic enamel paint bridge No. and span arrangements as per as directed by Engineer. Reference to MORT&H Specification Sr.No. 14.24(Excluding GST) |
| 27 | APPROCH ROAD Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.(Excluding GST) |
| 28 | (A) By Mix in Place MethodConstruction 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 at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MORD Technical Speicification Clause 401(Excluding GST) |
| 29 | Providing, laying, spreading and compacting stone aggregates of 45-63mm 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, screening Type-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.(Excluding GST) |
| 30 | Providing, laying, spreading and compacting stone aggregates of 22.4-53mm size 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, screening Type-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(Excluding GST) |
| 31 | (i) Low porosityProviding and applying Primer coat with bitumen emulsion on prepared (SS-2) 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. As per technical specification clause 502.(Excluding GST) |
| 32 | (iii) 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 surface cleaned with Hydraulic broom as per Technical Speicification Clause 503.(Excluding GST) |
| 33 | Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously Prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kN static roller capacity finished to required lavel and grades to be followed by seal coat as per Techincal Specification clause 508.(Excluding GST) |
| 34 | Providing and applying seal coat type \\"C\\" comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kN Static roller and finishing to required level and grades as per Technical Specification Clause 510.(Excluding GST) |
| 35 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2(Excluding GST) |
| 36 | Brick edging on both side of theS.O.B. brick 8 cm. (3\\") wide and 12 cm. (4 1/2) deep laid with mud mortar all labour finished to the required template and in proper alignment and also including dressing and ramming the excavated earth including all labour T & P sudries required for proper completion of the work as per S.O.R. 2014 S.I. No. 765(Excluding GST) |
| 37 | DIVERSION Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2(Excluding GST). |
| 38 | Supply and laying of 1000 mm NP-3 hume pipe. including cost of all materials, loading, unloading etc.(Excluding GST). |
| 39 | First class brick on edge floor laid dry joint sand filled including preparation of baseto proper slope and its ramming and including supply of all materials, labour and T&P etc. required for proper complition of the work.as per Sor 753(Excluding GST). |
| 40 | Protection Work Construction of toe walls for protecction of slopes as per drawing and technical spesification MoRTH 2504.4 sr no 16.07 (Excluding GST). |
| 41 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification(Excluding GST). |
| 42 | 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(Excluding GST). |
| 43 | Providing 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 belo MoRTH Spec.810 Sr No 8.23(Excluding GST). |
| 44 | Dismantling Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres(Excluding GST). Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysOct 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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