Tender For Construction Work Of A 3 X 18 M Span Minor Bridge, Approach Road, Additional Approach Road And Safety Works At The Site Of The Narrow Bridge On The Apsara River At Km 9 Of Nawabganj Dalelnagar Bahrajagir Road (O.D.R.) In Bareilly District
Tender Value
4.44 Crore
Estimated cost
Bid Submission
07 Nov 2026
8 days left
EMD
8.90 Lakhs
Bank guarantee accepted
Document Fee
2725
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bareilly → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Work Of A 3 X 18 M Span Minor Bridge, Approach Road, Additional Approach Road And Safety Works At The Site Of The Narrow Bridge On The Apsara River At Km 9 Of Nawabganj Dalelnagar Bahrajagir Road (O.D.R.) In Bareilly District Fy 2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation of foundation of structure as per drawing and technical specification including setingout, construction of shoring and bracing renewal of stumps dressing of side and bottom back filling the extra earth to required. |
| 2 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. |
| 3 | Reinforced Cement Concrete, Grade M-25 in Well Foundation complete as per Drawing and Technical Specification placing.(Well Curb) |
| 4 | Reinforced Cement Concrete M30 Grade, in Well Steining complete as per Drawing and Technical Specification. |
| 5 | Sinking of 4.5 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. (i) depth below bed level up to 3.0M |
| 6 | Sinking of 4.5 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.(ii) depth below 3.00 to 10 M |
| 7 | Sinking of 4.5 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.(iii) Beyond 10.00 |
| 8 | PCC Grade M 25 in BOTTOM PLUG Case-II. using batching plant and manual placing |
| 9 | PCC M 25 IN INTERMEDIATE PLUG Case-II. Using batching plant and manual placing |
| 10 | Sand filling in foundation tranches as per drawing and technical specification |
| 11 | Reinforced Cement concrete grade - M 30 in WELL CAPS Case-II. using batching plant transit mixer and manual means. |
| 12 | RCC M 30 in SUBSTRUCTURE in Piers, Pier caps, Abutment columns, Abutment beams, Back Walls & Wing walls etc. |
| 13 | M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications in piers caps |
| 14 | M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications abutment columns |
| 15 | M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications abutment top beams |
| 16 | M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications in back walls |
| 17 | M 30 grade Reinforced cement concrete in substructure as per drawing and clause 1200 ,1500 & 1700 of MORTH Specifications in wing walls |
| 18 | RCC M 35 in super structureslab, beams, Back Walls & Wing walls etc. |
| 19 | Supplying, Fitting and Placing HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 20 | Reinforced cement concrete approach slab RCC Grade M30 including form work complete as per drawing and Technical specification |
| 21 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 22 | Supply and fixing of PVC pipes (working pressure 6 kg / cm 2 )100 mm dia As per SOR Ch-1 Sl -24 |
| 23 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specifications (with Local sand) |
| 24 | 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. |
| 25 | 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 |
| 26 | Drainage Spouts complete as per drawing and Technical specification |
| 27 | Construction of embankment with approved material obtained from borrow 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 2000 m as per Technical Specification Clause 301.5 |
| 28 | Providing and laying filter material underneath pitching in slopes using Stone spalls of required size 40 mm avg size complete as per drawing and technical specifications |
| 29 | Providing and laying stone boulder pitching using 25-60 kg stone boulder 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 (MORT&H Specification no 2504) |
| 30 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 |
| 31 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 32 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 33 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. |
| 34 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications |
| 35 | M-20 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and as per MORT&H Specification Clause 1500, 1700 & 2100. |
| 36 | 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.Lead upto 1 km. |
| 37 | Construction of granular sub-base by providing close graded material mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with Mechanical Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 |
| 38 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 39 | Providing and laying priming coat with bitumen emulsion (SS-2 grade) using Emulsion pressure distributor at the rate of 0.60 Kg. Per sqm on the prepared surface of granular base cleaned with mechanical broom. |
| 40 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.For Granular Surface |
| 41 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. |
| 42 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects |
| 43 | 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 Carted earth upto 1 km. lead. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysNov 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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