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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.1 CrAccepted-Finance GULALI VATIKA GEETA VATIKA SHAHPUR DISTRICT GORAKHPUR | ₹20.1 Cr | L1 | Accepted-Finance ACCEPTED DUE TO LOWEST RATE QUOTED |
| 2 | L2₹20.3 CrRejected-Finance 0 | ₹20.3 Cr | L2 | Rejected-Finance REJECTED DUE TO HIGHER RATE QUOTED |
| 3 | L3₹20.5 CrRejected-Finance | ₹20.5 Cr | L3 | Rejected-Finance REJECTED DUE TO HIGHER RATE QUOTED |
| Sl No | Description | Qty | Unit | M/s Vishal Construction L1 | M/S RAJ CONSTRUCTION L2 | M/s Nirbhay Constructions L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. MORTH Clause 3.06 301 | 9,890 | Cum | 56 ₹5.5 L | 56.5 ₹5.6 L | 57 ₹5.6 L |
| 2.00 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. MORTH Clause 3.17 305. | 9,890 | Cum | 61 ₹6.0 L | 61.1 ₹6.0 L | 62 ₹6.1 L |
| 3.00 | 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 (One Km. Cartage earth) MORTH Clause 3.16 305. | 28,800 | Cum | 205 ₹59.0 L | 215 ₹61.9 L | 215 ₹61.9 L |
| 4.00 | 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 (Near By) MORTH Clause 3.18 305. | 790 | Cum | 118 ₹93,220 | 119 ₹94,010 | 119 ₹94,010 |
| 5.00 | 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. MORTH Clause 4.01 B 401. | 5,796 | Cum | 4,450 ₹2.6 Cr | 4,600 ₹2.7 Cr | 4,594 ₹2.7 Cr |
| 6.00 | 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. MORTH Clause 4.14 B 406. | 2,999 | Cum | 5,200 ₹1.6 Cr | 5,300 ₹1.6 Cr | 5,594 ₹1.7 Cr |
| 7.00 | Providing and applying prime coat with bitumen emulsion SS-1 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. MORTH Clause 5.01 A 502. | 20,098 | Sqm | 37 ₹7.4 L | 38 ₹7.6 L | 39 ₹7.8 L |
| 8.00 | Providing and laying dense graded bituminous macadam (Grade-1) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder V.G.-30 @ 4.0 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. MORTH Clause 5.04 A 505. | 1,607 | Cum | 11,100 ₹1.8 Cr | 11,200 ₹1.8 Cr | 11,438 ₹1.8 Cr |
| 9.00 | Providing and laying dense graded bituminous macadam (Grade-2) 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. MORTH Clause 5.04 B 505. | 1,586 | Cum | 12,200 ₹1.9 Cr | 12,300 ₹2.0 Cr | 12,628 ₹2.0 Cr |
| 10.00 | Providing and applying tack coat with bitumen using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. MORTH Clause 5.02 (i) 503. | 42,745 | Sqm | 11.6 ₹5.0 L | 11.8 ₹5.0 L | 11.7 ₹5.0 L |
Updated dates
Tender Value
₹20.3 Cr
EMD Value
₹30.4 L
Closing Date
14 Mar 2026, 12:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer, Bahraich-Shrawasti Circle, P.W.D., Bahraich
Widening and Strengthening of Golwaghat to Jhinghaghat (Old N.H. OD-0099) Ch. 0.00 to Ch. 1.850 (4 Lane with Pave Shoulder) and Construction of a Parallel 2 Lane Bridge near the already constructed bridge on the Saryu River in Financial Year 2025-26.
2026_CEDPW_1115086_1
586/8Kam/e_Tendering/BRH-SWT Circle/2025-26 Dated - 10-02-2026
Open Tender
Civil Works - Roads
450 days
Bahraich
Please refer Tender documents.
2 documents required · 2 mandatory
₹12,154
₹30.4 L
Yes
Bahraich
1 Apr 2026
12 Feb 2026
14 Mar 2026
12 Feb 2026
14 Mar 2026
12 Feb 2026
16 Feb 2026
Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. MORTH Clause 3.06 301
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. MORTH Clause 3.17 305.
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 (One Km. Cartage earth) MORTH Clause 3.16 305.
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 (Near By) MORTH Clause 3.18 305.
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. MORTH Clause 4.01 B 401.
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. MORTH Clause 4.14 B 406.
Providing and applying prime coat with bitumen emulsion SS-1 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. MORTH Clause 5.01 A 502.
Providing and laying dense graded bituminous macadam (Grade-1) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder V.G.-30 @ 4.0 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. MORTH Clause 5.04 A 505.
Providing and laying dense graded bituminous macadam (Grade-2) 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. MORTH Clause 5.04 B 505.
Providing and applying tack coat with bitumen using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. MORTH Clause 5.02 (i) 503.
Providing and laying bituminous concrete (Grade-2) with higher capacity mechanical type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 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. MORTH Clause 5.05 B 507.
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. MORTH Clause 2.05 202 (ii) A.
Plain/Reinforced Cement Concrete M-15 in Open Foundation complete as per Drawing and Technical Specifications. (PCC M-15) MORTH Clause 9.06 1500, 1700 & 2100 Case (ii) A.
Plain/Reinforced Cement Concrete M-30 in Open Foundation complete as per Drawing and Technical Specifications. (RCC M-30) MORTH Clause 12.08 1500, 1700 & 2100 Case (ii) G.
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. MORTH Clause 9.07 1600.
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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. MORTH Clause 3.13 304 B.
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.As per Morth Specification 2100. MORTH Clause 9.03.
Plain cement concrete 1:4:8 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. MORTH Clause 12.04 2100.
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. MORTH Clause 13.09 710.1.4.of IRC:78 & 2200 A.
Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.1300 (With Cement:Coarse Sand). MORTH Clause 12.05 1300.
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications. MORTH Clause 13.02 1300 & 2200.
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications. MORTH Clause 13.03 1300 & 2200.
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. As Per S.O.R. 2022 Chapter 20 Item No. 10 1100 MORD Speification.
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC 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 Clause 13.08 2706 & 2200.
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Morth Technical Specification No 1500,1700 &2100. For Bed Block. MORTH Clause 14.01 1500 & 1600 1700 B Case (II).
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Morth Technical Specification No 1500,1700 &2100. For Slab. MORTH Clause 14.01 1500 & 1600 1700 B Case (II).
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Morth Technical Specifications No 2702 For Wearing Coat. MORTH Clause 14.04 2702.
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 Clause 13.10 710.1.4.of IRC:78 & 2504.2.
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast). MORTH Clause 8.14 804 (II).
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Hectometer stone (precast). MORTH Clause 8.14 804 (III).
Providing and constructing Temporary Island 24m Dia for Construction of well foundation for 8 m Dia well. Making of Island for water depth 1m. MORTH Clause 12.09 1200 A.
Providing and constructing Temporary Island 24m Dia for Construction of well foundation for 8.0m Dia well. Making of Island for water depth 4m. MORTH Clause 12.09 1200 B.
Providing and construction one span service road to reach Island Location from one pier location to another pier location. (Season 1) MORTH Clause 12.09 1200 C.
Providing and construction one span service road to reach Island Location from one pier location to another pier location. (Season 2). MORTH Clause 12.09 1200 C.
Providing and laying cutting edge of mild steel weighing 40kg per metre for well Foundation complete as per drawing And technical Specification. MORTH Clause 12.10 1200 & 1900.
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification. Well Curb R.C.C. in M-25 MORTH Clause 12.11 A (II) 1200, 1500 & 1700 Case (II).
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification. Well Stenning R.C.C. in M-30 MORTH Clause 12.11 B 1200, 1500, & 1700 (vii) Case (II).
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification. False Stenning R.C.C. in M-30. MORTH Clause 12.11 B 1200, 1500, & 1700 (vii) Case (II).
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification. Bottom Plugging P.C.C. in M-25. MORTH Clause 12.11 C 1200, 1500, & 1700 (ii) Case (II).
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification. Intermediate Plugging P.C.C. in M-15. MORTH Clause 12.11 D 1200, 1500, & 1700 (i) Case (I).
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification. Well Cap R.C.C. in M-30. MORTH Clause 12.11 F 1200, 1500, & 1700 (iii) Case (II).
Supplying, fitting and placing uncoated HYSD bar reinforcement in foundation complete as per drawing and technical Specification. MORTH Clause 12.42 1600.
Sinking of 6.0 m. external diameter well (other than pneumatic method of sinking) through all type of starts namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specification. Depth of sinking is reckoned from bed Level. 0 M - 3 M. MORTH Clause 12.12 Section 1200 A (i).
Sinking of 6.0 m.external diameter well (other than pneumatic method of sinking) through all type of starts namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specification. Depth of sinking is reckoned from bed Level. 3 M - 10 M MORTH Clause 12.12 Section 1200 A (ii).
Sinking of 6.0 m.external diameter well (other than pneumatic method of sinking) through all type of starts namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specification. Depth of sinking is reckoned from bed Level. 10 M - 20 M MORTH Clause 12.12 Section 1200 A(iii).
Sinking of 6.0 m.external diameter well (other than pneumatic method of sinking) through all type of starts namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specification. Depth of sinking is reckoned from bed Level. 20 M - 30 M. MORTH Clause 12.12 Section 1200 A (iv).
Sinking of 6.0 m.external diameter well (other than pneumatic method of sinking) through all type of starts namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specification. Depth of sinking is reckoned from bed Level. Negative Sinking. MORTH Clause 12.12 Section 1200 A (i).
Sand filing in wells complete as per drawing and technical Specifications. MORTH Clause 12.21 1207.
Plain/Reinforced Cement concrete in sub structure complete as per drawing and technical Specifications. Pier RCC Grade M-35. MORTH Clause 13.05 1500, 1700 & 2200 G (q).
Plain/Reinforced Cement concrete in sub structure complete as per drawing and technical Specifications.Abutment Coloumn RCC Grade M-35. MORTH Clause 13.05 1500, 1700 & 2200 G (q).
Plain/Reinforced Cement concrete in sub structure complete as per drawing and technical Specifications. Pier Cap RCC Grade M-35. MORTH Clause 13.05 1500, 1700 & 2200 G (q).
Plain/Reinforced Cement concrete in sub structure complete as per drawing and technical Specifications. Top Beam RCC Grade M-35. MORTH Clause 13.05 1500, 1700 & 2200 G (q).
Plain/Reinforced Cement concrete in sub structure complete as per drawing and technical Specifications. Pedestal RCC Grade M-35. MORTH Clause 13.05 1500, 1700 & 2200 G (q).
Plain/Reinforced Cement concrete in sub structure complete as per drawing and technical Specifications. Seismic Arrester RCC Grade M-35. MORTH Clause 13.05 1500, 1700 & 2200 G (q).
Plain/Reinforced Cement concrete in sub structure complete as per drawing and technical Specifications. Back Wall, Wing Wall and Parapet RCC Grade M-35. MORTH Clause 13.05 1500, 1700 & 2200 G (q).
Supplaying, fitting and placing HYSD bar reinforcement in Sub-Structure complete as per drawing and technical specification. MORTH Clause 13.06 Section 1600 & 2200.
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-1 & || 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 Specifications. Technical. MORTH Clause 13.18 2000 & 2200.
Furnishing and placing Reinforced/Prestressed Cement concrete in super structure as per drawing and technical specification. Pre Stressed Main Beam RCC M-45. MORTH Clause 14.01F 1500 & 1600 1700 F.
Furnishing and placing Reinforced/Prestressed Cement concrete in super structure as per drawing and technical specification. RCC in Deck Slab RCC M-45. MORTH Clause 14.01E 1500 & 1600 1700 E.
Furnishing and placing Reinforced/Prestressed Cement concrete in super structure as per drawing and technical specification. Footpath M-15. MORTH Clause 14.10 2700 Case (II).
M.S. Pipe for Duct (100mm)
Furnishing and placing Reinforced/Prestressed Cement concrete in super structure as per drawing and technical specification. Cross Beam RCC in M-45. MORTH Clause 14.01E 1500 & 1600 1700 E.
Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH-33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. RCC Grade M-40. MORTH Clause 8.22 811 (i)
Supplying fitting and placing HYSD bar reinforcement.in Super Strcture complete as per drawing and technical specifications. MORTH Clause 14.02 1600.
High tensile steel Wire/stands including all accessories for Stressing, Stressing Opreation and grouting Super Structure complete as per drawing and technical Specification. MORTH Clause 14.03 1800.
Furnishing and placing Cement concrete wearing coat M-30 Grade including reinforcement in super structure complete as per drawing and technical specification. MORTH Clause 14.04 2702.
Providing and Laying of a Strip seal expansion joint catering to Maximum horizontal Movement up to 70mm complete as per approved drawings and standerd specifications to be installed by the Manufacturer / Supplier or their authorized representative ensuring compliance to the Manufacture's instruction for installation. MORTH Clause 14.21 2607.
Drainage Spouts complete as per drawing and technical specification. MORTH Clause 14.09 2705.
PCC M-15 Grade leveling course below approch slab complete as per drawing and technical specification. PCC Grade M-15. MORTH Clause 14.10 2700 Case (II).
Reinforced cement concrete approch slab including reinforcement and formwork complete as per drawing and technical specification. RCC Grade M-30. MORTH Clause 14.11 1500, 1600, 1700 & 2704.
Fixing of 65mm Gl Pipe in Crash Barrier of the chair of MS Plate 12 mm Thick (20x20cm) embaded in concrete and MS Plate 12mm Thick (20x20) welded over the MS Plate. The Bottom Plate Properly anchored by 12mm TMT bars in the concrete complete Job. Crash Barrier pipe painting.
Providing and applying 2 coats of water based cement paint to unplasterd concrete surface after cleaning the surface of dirt ,dust,oil, grease etc. efflorescence and applying paint @ 1 litrr for 2 sqm. MORTH Clause 14.16 800.
Pile Bridge (Season 1)
Pile Bridge (Season 2)
Earth work in cutting or in embankment in ordinary soil, excavation to be in the regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dessing the surface to required levels & slopes & also including 1.5 lift & 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the enginee incharge (Including Royalty). MORTH Clause 3.16 305.
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications. MORTH Clause 16.02 2503 A.
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). MORTH Clause 16.01 2503 A.
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. MORTH Clause 16.01 2503 A.
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