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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.7 CrAccepted-AOC | ₹11.7 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹11.9 CrRejected-Finance | ₹11.9 Cr | L2 | Rejected-Finance NOT ADMITTED |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | PRADEEP KUMAR SINGH L1 | J.P.ENTERPRISES L2 |
|---|---|---|---|---|---|
| 1.00 | Scarifying the existing bituminous surface to a depth of 20 mm and disposal of scarified material within all lifts and leads upto 1000 metres. (including all material, T&P, labour cess etc but excluding GST) | 10,110 | Sqm | 1.84 ₹18,602.40 | 1.88 ₹19,006.80 |
| 2.00 | Excavation for roadwork in soil with hydraulic excavator 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 within all lifts and lead upto 1000m. (including all material, T&P, labour cess etc but excluding GST) | 5,705.39 | Cum | 55.54 ₹3.2 L | 56.68 ₹3.2 L |
| 3.00 | Construction of Embankment with Material Deposited from Roadway Cutting:- 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. (including all material, T&P, labour cess etc but excluding GST) | 3,959.38 | Cum | 61.99 ₹2.5 L | 63.26 ₹2.5 L |
| 4.00 | Construction of Embankment with Material obtained from Right of way:- Construction of embankment with approved material obtained from right of way with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (including all material, T&P, labour cess etc but excluding GST) | 19,863.03 | Cum | 117.26 ₹23.3 L | 119.66 ₹23.8 L |
| 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. (including all material, T&P, labour cess etc but excluding GST) | 8,111.88 | Cum | 3,064.37 ₹2.5 Cr | 3,126.91 ₹2.5 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. (including all material, T&P, labour cess etc but excluding GST) | 4,544.38 | Cum | 3,333.08 ₹1.5 Cr | 3,401.11 ₹1.5 Cr |
| 7.00 | Providing and applying primer coat with SS2 grade bitumen emulsion 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. (including all material, T&P, labour cess etc but excluding GST) | 41,525 | Sqm | 38.5 ₹16.0 L | 39.29 ₹16.3 L |
| 8.00 | 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 (VG-30) @ 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. (including all material, T&P, labour cess etc but excluding GST) | 2,491.5 | Cum | 11,248.86 ₹2.8 Cr | 11,478.43 ₹2.9 Cr |
| 9.00 | Providing and applying Tack coat-2 with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (including all material, T&P, labour cess etc but excluding GST) | 41,525 | Sqm | 11.6 ₹4.8 L | 11.84 ₹4.9 L |
| 10.00 | Providing and laying bituminous concrete Grade-2 with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(VG-30) @ 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. (including all material, T&P, labour cess etc but excluding GST) | 1,245.75 | Cum | 12,471.94 ₹1.6 Cr | 12,726.47 ₹1.6 Cr |
Tender Value
₹11.9 Cr
EMD Value
₹23.9 L
Closing Date
26 Feb 2026, 12:00 pmClosed
SE, JAUNPUR-GHAZIPUR CIRCLE PWD , JAUNPUR
SE, JAUNPUR-GHAZIPUR CIRCLE PWD , JAUNPUR
W/S of District jaunpur me lucknow baliya road (Rajy marg-34) ke badauna pani ki tanki se waya chilbili gangauli sawayan rudhauli (sarptaha mod) and jamauli hoyte huye samodhpur road (ODR) Ch 0.000 to 8.300 tak (Including 5 year mainatanance)
2026_CEUVZ_1118564_3
212/SE Tender/jnp-gzp circle/25 Date-14-01-2026
Open Tender
Civil Works
365 days
Jaunpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,590
₹23.9 L
Yes
SE, JAUNPUR-GHAZIPUR CIRCLE PWD , JAUNPUR
22 Mar 2026
20 Feb 2026
26 Feb 2026
20 Feb 2026
26 Feb 2026
20 Feb 2026
20 Feb 2026
Scarifying the existing bituminous surface to a depth of 20 mm and disposal of scarified material within all lifts and leads upto 1000 metres. (including all material, T&P, labour cess etc but excluding GST)
Excavation for roadwork in soil with hydraulic excavator 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 within all lifts and lead upto 1000m. (including all material, T&P, labour cess etc but excluding GST)
Construction of Embankment with Material Deposited from Roadway Cutting:- 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. (including all material, T&P, labour cess etc but excluding GST)
Construction of Embankment with Material obtained from Right of way:- Construction of embankment with approved material obtained from right of way with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (including all material, T&P, labour cess etc but excluding GST)
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. (including all material, T&P, labour cess etc but excluding GST)
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. (including all material, T&P, labour cess etc but excluding GST)
Providing and applying primer coat with SS2 grade bitumen emulsion 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. (including all material, T&P, labour cess etc but excluding GST)
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 (VG-30) @ 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. (including all material, T&P, labour cess etc but excluding GST)
Providing and applying Tack coat-2 with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (including all material, T&P, labour cess etc but excluding GST)
Providing and laying bituminous concrete Grade-2 with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(VG-30) @ 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. (including all material, T&P, labour cess etc but excluding GST)
Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-35 over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. (including all material, T&P, labour cess etc but excluding GST)
Construction of sub-grade and earthen shoulders with approved material obtained from right of way with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. (including all material, T&P, labour cess etc but excluding GST)
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. As per MORTH Sr.No.13.10 and 710.1.40 of IRC:78 and 2504.2 (including all material, T&P, labour cess etc but excluding GST)
Plain Cement Concrete 1:3:6 nominal mix in Foundation with crust in stone aggregate 40mm nominal size mechnicaly mix, placed in foundation and compacted by vibration including curing for 14 days. (including all material, T&P, labour cess etc but excluding GST)
RCC Grade M30 using batching plant transit mixer & manual placing as per MORTH SI. No. 12.08 Case-II G and specification No.1500, 1700, 2100 (including all material, T&P, labour cess etc but excluding GST)
Plain cement concrete in open foundation complete and as per drawing technical specifications. (M- 15) As per MORTH Sr.No. 12.08 A Case-II and Specification No. 1500, 1700 &2100 . (including all material, T&P, labour cess etc but excluding GST)
Providing and laying Pitching on slopes laid including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. As per MORTH Sr.No. 16.04 and Specification No. 2504 .
Providing weep holes in Brick work /plain /reinforced concrete abutment, wing wall/ return wall with 100mm dia AC pipe extended through the full width of structure with slope of 1V:20H towards drawing foce. Complete as per drawing and technical specifications No. 2706 & 2200.)
RCC Grade M20 using batching plant transit mixer & manual placing as per MORTH SI. No. 12.08 C Case-II and specification No.1500, 1700, 2100 (including all material, T&P, labour cess etc but excluding GST)
Supplying, fitting and placing HYSD reinforcement complete in super-structure drawing as per and Technical Specification As per MORTH Sr.No. 14.02 and Specification No. 1600 .(including all material, T&P, labour cess etc but excluding GST)
Concrete with 4cm gauge brick ballast, sand of 1.25 F.M.and cement in proportion of 8:4:1 in foundation including supply of all materials labour T&P etc. required for proper completion for the work. (including all material, T&P, labour cess etc but excluding GST)
M-150 Brick work in 1:4 cement and course sand mortar in foundation and parapet of hume pipe including supply of all material, labour T&P etc. required for proper completion for the work. (including all material, T&P, labour cess etc but excluding GST)
Struck pointing with cement mortar consisting 1 part cement and 2 parts of sand of 1.25 F.M including supply of all material, labour T&P etc. required for proper completion for the work. (including all material, T&P, labour cess etc but excluding GST)
Providing and laying of 450 mm dia R C C Hume pipe NP-3 (including all material, T&P, labour cess etc but excluding GST)
Providing and laying of 600 mm dia R C C Hume pipe NP-3 (including all material, T&P, labour cess etc but excluding GST)
Providing and laying of 900 mm dia R C C Hume pipe NP-3 (including all material, T&P, labour cess etc but excluding GST)
Reinforced cement concrete M-15 grade Kilometer stone of standard design as per IRC:8-1980, fixing in position including including painting and printing etc. (including cost of material T&P labour but excluding GST)
Reinforced cement concrete M-15 grade Hectometer stone (precast) of standard design as per IRC:8-1980, fixing in position including including painting and printing etc. (including cost of material T&P labour but excluding GST)
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level uniform and free from streaks and holes. Morth-803 (8.13) (including all material, T&P, labour cess etc but excluding GST)
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The retro-reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally in such a situation the employer/Client if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirment of three years oudoor weathering of the sheeting as per IRC 67:2012 Legends, letters, numerals and borders etc should be as per MoRTH specification No-801.3.7 proof of the same in form of government report shall be uploaded while quoting tender.Morth-801 (8.40) (including all material, T&P, labour cess etc but excluding GST) (Stop Sign Board 90cm high Octangon )
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The retro-reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally in such a situation the employer/Client if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirment of three years oudoor weathering of the sheeting as per IRC 67:2012 Legends, letters, numerals and borders etc should be as per MoRTH specification No-801.3.7 proof of the same in form of government report shall be uploaded while quoting tender.Morth-801 (8.40) (including all material, T&P, labour cess etc but excluding GST) (School Board 60cm equilateral tringle).
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The retro-reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally in such a situation the employer/Client if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirment of three years oudoor weathering of the sheeting as per IRC 67:2012 Legends, letters, numerals and borders etc should be as per MoRTH specification No-801.3.7 proof of the same in form of government report shall be uploaded while quoting tender.Morth-801 (8.40) (including all material, T&P, labour cess etc but excluding GST) (Village Board 80x60cm)
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The retro-reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally in such a situation the employer/Client if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirment of three years oudoor weathering of the sheeting as per IRC 67:2012 Legends, letters, numerals and borders etc should be as per MoRTH specification No-801.3.7 proof of the same in form of government report shall be uploaded while quoting tender.Morth-801 (8.40) (including all material, T&P, labour cess etc but excluding GST) (Speed Limit Board 60cm Circular)
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The retro-reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in india can be accepted provisionally in such a situation the employer/Client if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirment of three years oudoor weathering of the sheeting as per IRC 67:2012 Legends, letters, numerals and borders etc should be as per MoRTH specification No-801.3.7 proof of the same in form of government report shall be uploaded while quoting tender.Morth-801 (8.40) (including all material, T&P, labour cess etc but excluding GST) (Hazard Board 30x90cm).
6 M Span over head Cantilever Structure with 300 dia MS one vertical post- Supply, fixing & eraction of built up Cantilever Structure 6m span comprising of one vertical posts of 6.00 M Height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10mm MS plate at top & 12 mm MS plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. pipe and 40mm dia heavy MS pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthentic enamel paint. the work includes construction of RCC Foundation of size 0.90x0.90x1.50m of required depth as per site condition for built up structure including earth work in excavation 100 mm thick lean concrete in 1:3:6 cement coarse sand and 40 mm gauge stone ballast and RCC-M25 grade concrete including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. the lateral vertical clearances and complete. installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2012 complete in all respect the Rates shall include cost of design fabrication, supply, transportation, Local shifting Erection of signage structure using crane, inclusive of all taxes etc all T&P machine material and labour required for proper completion of work as per direction of Engineer-in-charge. MoRTH-802 (including all taxes, labour cess etc but excluding GST.)
Direction and Place Identification signs with size more than 0.9 sqm size board. Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting . The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from Internatinal/Government laboratory/Institue by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad, Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirments from a reputed labouratory in india can be accepted provisionally. in such a stituation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirment of three years outdoor weathering of the sheeting as per IRC 67:2012 Legends, letters, numerals and borders etc should be as per MoRTH specification No-801.3.7 sheet fixed over aluminium sheeting 2 mm thick with area exceeding 0.9 sqm. Morth -801 (8.6) (including all taxes, labour cess etc but excluding GST.)
PART-B Maintenance cost will be paid year wise as per Government order No 17/2024/SA-113/23-1-2024-23-1099/113/2023 Date 16.01.2024 and HQ UPPWD,Lucknow order No.3689 COPRMC/Mul-23-24 Date 17-02-2024 Maintenance cost will adjusted as per final cost of construction and will be paid accordingly.
1st year- Maintenance cost 0% on the Work. (including all material, T&P, labour cess etc but excluding GST)
2nd year- Maintenance cost 0.25% on the Work. (including all material, T&P, labour cess etc but excluding GST)
3rd year- Maintenance cost 0.50% on the Work. (including all material, T&P, labour cess etc but excluding GST)
4th year- Maintenance cost 0.75% on the Work. (including all material, T&P, labour cess etc but excluding GST)
5th year- Maintenance cost 1.00% on the Work. (including all material, T&P, labour cess etc but excluding GST)
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