Tender For Construction Work Of Minor Bridge, Approach Road, Additional Approach Road And Protective Works Between Gosainpurwa And Panditpurwa At Village Jotchandpara On The Saryu River In District Bahraich Financial Year 2026-27 Vidhansabha-Mahsi
Tender Value
3.26 Crore
Estimated cost
Bid Submission
20 Oct 2026
9 days left
EMD
18.35 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
Bahraich → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Work Of Minor Bridge, Approach Road, Additional Approach Road And Protective Works Between Gosainpurwa And Panditpurwa At Village Jotchandpara On The Saryu River In District Bahraich Financial Year 2026-27 Vidhansabha-Mahsi
BOQ
| Sl. No. | Item Description |
| 1 | Minor Bridge & Protection Works :- 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.[MoRTH Ref. Sl.No. 15.01; B(I) - 304 ] |
| 2 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 using batching plant & manual placing [MoRTH Ref. Sl.No. 12.08 A Case II- 1500, 1700 & 2100 ] |
| 3 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification.[MoRTH Ref. Sl.No. 15.03 - 304 ] |
| 4 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC Grade M30 using batching plant transit mixer & manual placing [MoRTH Ref. Sl.No. 15.11 G Case II- 1500, 1700 & 2100 ] |
| 5 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. [MoRTH Ref. Sl.No. 15.13 - 1600 ] |
| 6 | Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.[MoRTH Ref. Sl.No. 16.11 - 2507 ] |
| 7 | Dewatering of ground water below spring level for excavation & foundation concreting and brick work including boring of pipe operational and running charge of Diesel pumps complete.:subsurface dewatering |
| 8 | Same as above Item No. 7 but surface dewatering . |
| 9 | Providing and laying Cement concrete wearing coat M-35 grade including reinforcement complete as per drawing and Technical Specifications.[MoRTH Ref. Sl.No. 15.18 - 2702 ] |
| 10 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.[MoRTH Ref. Sl.No. 15.14 - 2706 & 2200 ] |
| 11 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification.[MoRTH Ref. Sl.No. 15.15 - 2700 ] |
| 12 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.[MoRTH Ref. Sl.No. 15.16 - 1500,1600,1700 & 2704 ] |
| 13 | Drainage Spouts complete as per drawing and Technical specification.[MoRTH Ref. Sl.No. 15.17 - 2705 ] |
| 14 | 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.[MoRTH Ref. Sl.No.15.21 - 800 ]. |
| 15 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.[MoRTH Ref. Sl.No. 15.22 - 2605 ] |
| 16 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.[MoRTH Ref. Sl.No. 15.24 - 710.1.4.of IRC:78 and 2504.2 ] |
| 17 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.[MoRTH Ref. Sl.No. 16.05 - 2504 ] |
| 18 | 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.[MoRTH Ref. Sl.No. 16.04 - 2504 ] |
| 19 | Approach Road &Additional Approach Road :- Construction of Embankment with Material Obtained from Borrow Pits :- 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 1000 m as per Technical Specification Clause 301.5 [MoRD Ref. Sl.No. 3.4 - 301.5 ] |
| 20 | Construction of Embankment with Material Obtained from Roadway Cutting :- Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 [MoRD Ref. Sl.No. 3.3 -301.5 ] |
| 21 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m :- Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 [MoRD Ref. Sl.No. 3.5 -302 ] |
| 22 | Granular Sub-base with Well Graded Material (Table 400.1) :- 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. [MoRD Ref. Sl.No. 4.1 - 401 ] |
| 23 | Water Bound Macadam Sub-base/base :- Providing, laying, spreading and compacting stone aggregates of specific sizes 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 interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. [MoRD Ref. Sl.No. 4.7 - 405 ] |
| 24 | Cement Concrete Pavement : - Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days including Trimixing by floating method & adding hardener in required quantity and depth upto 5 cm complete as per directions of Engineer-In-charge to meet Tenchinal specifications. [MoRD Ref. Sl.No. 6.4 - 1500 ] |
| 25 | Construction of earthen shoulders :- Construction of 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 1000 m as per Technical Specification Clause 303.1. [MoRD Ref. Sl.No. 3.14 - 303.1 ] |
| 26 | H.P. Culvert :- Excavation in foundation in ordinary soil ( Loam clay, or sand ) including filling lift upto 1.5 metre (5fts.) and lead upto 30 m.(100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer - in - charge upto a distance of 30 M. (100 fts.) from the foundation trenches.(As Per SOR SI. No 251) |
| 27 | Providing and laying Cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone ballast 40 mm. nominal size) including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork in foundation and floors. (As Per SOR SI. No 280) |
| 28 | Providing and laying filter material with O.B.B. 40mm gauge (nominal size) below Hume Pipe etc complete as per drawing and technical specifications by E-in-C. |
| 29 | Class M-150 bricks work in 1:4 in cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (As Per SOR SI. No 305(b)) |
| 30 | Providing and Laying Reinforced Cement Concrete Pipe NP3 for Causeway 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 parapets Clause 1106. (600 mm Dia )(As Per SOR Ch-20 Sr. No.10) |
| 31 | Providing and Laying Reinforced Cement Concrete Pipe NP3 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 parapets Clause 1106. (350 mm Dia) (As Per SOR Ch-20 Sr. No.10) |
| 32 | Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3 , 1204 and 1208.4 (As Per SOR Ch-13 Sr. No.1) |
| 33 | 12 mm thick plaster with cement and approved coarse sand in 1:3. with cement and approved coarse sand in 1:3 (As Per SOR Item No 583) |
| 34 | Providing and laying Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone ballast 20 mm. nominal size) including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork in foundation and floors. (As Per SOR SI. No 279(b)) |
| 35 | Colour washing Two coat, using approved colouring materials of buff, blue, grey or brown shade, including supply of all materials, labour and T&P etc. required for proper completion of the work.(As per PWD SOR, item 675) |
| 36 | Lettering and painting of culvert no. Plate 30x30cm of standard size with two coats of approved synthetic enamel paint and lettering as per PWD maintenance manual including cost of all materials, labour T&P etc. complete. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysOct 20, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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