Tender For Construction Of A Minor Bridge With A 3 X 18.75-Meter Span-Replacing An Existing Causeway-On The Ramnagar-Mauharipur-Saraswan Road, Including The Construction Of Approach Roads.
Tender Value
4.25 Crore
Estimated cost
Bid Submission
30 Oct 2026
7 days left
EMD
23.25 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
Ayodhya → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of A Minor Bridge With A 3 X 18.75-Meter Span-Replacing An Existing Causeway-On The Ramnagar-Mauharipur-Saraswan Road, Including The Construction Of Approach Roads.
BOQ
| Sl. No. | Item Description |
| 1 | Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works. |
| 2 | 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) |
| 3 | Sinking of 5.65 m external diameter well (other than pneumatic method of sinking) through all type of Strata namely sandy Soil, and clayey soil as shown againts each case complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level upto 16 m depth including required all machinary, other devices, all labour, T&P etc reqd. for proper completion of the work.. and also including all type of taxes, cess and as per Sr. No. 12.12 (Morth Specification Ref No. Section 1200) 0 - 3 M |
| 4 | Sinking of 5.65 m external diameter well (other than pneumatic method of sinking) through all type of Strata namely sandy Soil, and clayey soil as shown againts each case complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level upto 16 m depth including required all machinary, other devices, all labour, T&P etc reqd. for proper completion of the work.. and also including all type of taxes, cess and as per Sr. No. 12.12 (Morth Specification Ref No. Section 1200) 3 - 10 M |
| 5 | Sinking of 5.65 m external diameter well (other than pneumatic method of sinking) through all type of Strata namely sandy Soil, and clayey soil as shown againts each case complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level upto 16 m depth including required all machinary, other devices, all labour, T&P etc reqd. for proper completion of the work.. and also including all type of taxes, cess and as per Sr. No. 12.12 (Morth Specification Ref No. Section 1200) 10 - 18 M |
| 6 | Reinforced Cement Concrete, in Well curb of M30 Grade complete as per Drawing and Technical Specification. including cost of grit, coarse sand from butwal quarry, all labour, T&P etc reqd. for proper completion of the work..and also including all type of taxes, cess and as per Sr. No. 12.11 A (iii) Case-1 (Morth Specification Ref No. 1200, 1500 & 1700) |
| 7 | Reinforced Cement Concrete, in Well steining of M30 Grade complete as per Drawing and Technical Specification. including cost grit and coarse sand from Dala quarry all labour, T&P etc reqd. for proper completion of the work, and also including all type of taxes, cess and as per Sr. No. 12.11 B (vii) Case-1 (Morth Specification Ref No. 1200, 1500 & 1700) |
| 8 | Plain Cement Concrete, in Bottom Plug Grade M20 complete including cost grit and coarse sand from Dala quarry all labour, T&P etc reqd. for proper completion of the work, and also including all type of taxes, cess and as per Sr. No. 12.11 C (ii) Case-1 (Morth Specification Ref No. 1200, 1500 & 1700) |
| 9 | Plain Cement Concrete, in Intermediate Plug Grade M20 complete including cost grit and coarse sand from Dala quarry all labour, T&P etc reqd. for proper completion of the work, and also including all type of taxes, cess and as per, Sr. No. 12.11 D (ii) Case-1 (Morth Specification Ref No. 1200, 1500 & 1700) |
| 10 | Reinforced Cement Concrete, in Well cap of M30 Grade complete including cost grit and coarse sand from Dala quarry all labour, T&P etc reqd. for proper completion of the work, and also including all type of taxes, cess and as per Sr. No. 12.11 F (iii) Case-1 (Morth Specification Ref No. 1200, 1500 & 1700) |
| 11 | Sand Filling in Wells complete including cost Sand from approved quarry all labour, T&P etc reqd. for proper completion of the work, and also including all type of taxes but excluding cess as per Drawing and Technical Specifications. Sr. No. 12.21 As per Morth Specification Ref. No. 1207. |
| 12 | Supplying, Fitting and Placing un-coated HYSD bar (off approved ISI make) Reinforcement in Foundation including cost Steel etc reqd. for proper completion of the work, and also including all type of taxes, cess and as per Sr. No. 12.42 Morth Specification Ref No. 1600. |
| 13 | Reinforced cement concrete (with OPC 43 grade) in Abutment/Pier Cap of RCC Grade M30 including cost of grit, Sand from Kabari Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes, cess and as per. Sr. No. 13.05 G (Q) (Morth Specification Ref No. 1500, 1700 & 2200) |
| 14 | Reinforced cement concrete (with OPC 43 grade) in Abutment/Pier Shaft of RCC Grade M30 including cost of grit, Sand from Kabari Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes, cess and as per Sr. No. 13.05 H (Q) (Morth Specification Ref No. 1500, 1700 & 2200) |
| 15 | Reinforced Cement Concrete (with OPC 43 grade) in back wall /wing wall of M30 Grade including cost of grit, Sand from Kabari Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes, cess and as per. Sr. No. 13.05 G (Q) (Morth Specification Ref No. 1500, 1700 & 2200) |
| 16 | Reinforced Cement Concrete (with OPC 43 grade) of M30 Grade including cost of grit, Sand from Kabari Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes, cess and as per. Sr. No. 13.05 G (Q) (Morth Specification Ref No. 1500, 1700 & 2200) |
| 17 | Supplying, fitting and placing HYSD bar (off approved ISI make) reinforcement in Abutment/Pier Cap/Shaft including cost of Steel, all labour etc. reqd. for proper completion of the work, and also including all type of taxes, cess and as per Sr. No. 13.06 (Morth Specification Section No. 1600 & 2200) |
| 18 | Furnishing and Placing Reinforced cement concrete (with OPC 43 grade) in grider/ slab of RCC Grade M30 including cost of grit, Sand from Kabrai Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes, cess and as per Sr. No. 14.01 C (Morth Specification Ref No. 1500, 1600 & 1700) in super structure |
| 19 | Providing and laying Reinforced Cement concrete (with OPC 43 grade) in wearing coat of RCC Grade M-35 including reinforcement cost of grit, Sand from Kabrai Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes, cess and as per Sr. No. 14.04 (Morth Specification Ref No. 2702) in super structure |
| 20 | Cement Concrete, in Bottom approach slab of M15 Grade complete as per Drawing and Technical Specification. including cost grit and coarse sand from Dala quarry all labour, T&P etc reqd. for proper completion of the work, and also including all type of taxes .(12.11B) |
| 21 | Reinforced cement concrete (with OPC 43 grade) in Approach slab of RCC Grade M30 including cost of grit, Sand from Dala Quarry all material etc reqd. for proper completion of the work, and also including all type of taxes, cess and as per Sr. No. 13.05 G (Q) (Morth Specification Ref No. 1500, 1700 & 2200) |
| 22 | Supplying, Fitting and Placing un-coated HYSD bar (off approved ISI make) Reinforcement in Foundation including cost Steel etc reqd. for proper completion of the work, and also including all type of taxes, cess and as per Sr. No. 14.02 (Morth Specification Ref No. 1600) |
| 23 | Drainage Spouts complete and also including all type of taxes, cess and as per Sr. No. 14.09 (Morth Specification Ref No. 2705) |
| 24 | 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 as per Sr. No. 14.21 (Morth Specification Ref No. 2607) |
| 25 | 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 Sr. No. 13.16 (Morth Specification Ref No. 2000 & 2200) |
| 26 | 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. complete, including all type of taxes, cess and as per Sr. No. 14.16 (Morth Specification Ref No. 800) |
| 27 | Laying Reinforced Old cement concrete pipe for diversion on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . (Assumed 50% of Pipe retrived in good Comdition) |
| 28 | Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe 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, backfilling, concrete and masonry works in head walls and parapets . |
| 29 | Construction of embankment with approved material obtained from borrow pits with a lift upt 1.5 m, transporting to site, spreading, grading to required slope and compacting to 95% of procter density to meet requirement of Tyable 3001. and 300.2 with a lead upto 1000 m as per MORD Technical Specification Clause 301.5 |
| 30 | Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolling the same with three wheeled road roller 80-100 kN as per clause 412 MORD 412 |
| 31 | For construction of approach and addl approach Construction of embankment with approved material obtained from borrow pits with a lift upt 1.5 m, transporting to site, spreading, grading to required slope and compacting to 95% of procter density to meet requirement of Tyable 3001. and 300.2 with a lead upto 1000 m as per MORD Technical Specification Clause 301.5 |
| 32 | 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 end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 33 | Providing, laying, spreading and compacting stone aggregates of specific sizes (63-45 mm) 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 the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (WBM II) |
| 34 | Providing, laying, spreading and compacting stone aggregates of specific sizes (53-22.4 mm) 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 the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (WBM III) |
| 35 | Prime Coat :-Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502surface cleaned with mechanical broom. |
| 36 | Tack Coat :- Providing and applying tack coat with bitumen VG-10 @ 0.40 Kg per sqm. On the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clasue 503 and as per direction of Engineer in charge of work. |
| 37 | 20mm thick Open-Graded Premix Carpet using Bituminous :- Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 136.2 to 5.6 mm aggregates eighter 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 80-100 KN static roller capacity finished to required lavel and grades to be followed by seal coat as per Technical Specification clause 508 and as per direction of Engineer in charge of work. |
| 38 | Seal Coat :- 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 and as per direction of Engineer in charge of work. |
| 39 | Brick on edge |
| 40 | Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements |
| 41 | For Proctection Work Providing and laying boulders pitching on slop with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Sr. No 16.01 Morth Sepecification Ref No. 2503. |
| 42 | Providing and laying Filter material (40 mm brick ballast) underneath pitching in slopes complete as per drawing and Technical specification as per Ayo-Ambey Circle SOR 2022. |
| 43 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Sr. No 16.01 Morth Sepecification Ref No. 2503. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 23, 2026
11:30 IST
Tender Published
Tender notice published.
TodayOct 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysOct 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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