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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 CrAccepted-AOC | ₹6.9 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹7.2 CrRejected-Finance | ₹7.2 Cr | L2 | Rejected-Finance NOT ADMITTED |
| 3 | L3₹8.4 CrRejected-Finance | ₹8.4 Cr | L3 | Rejected-Finance NOT ADMITTED |
| 4 | L4₹8.5 CrRejected-Finance VILL ROSHANPUR JAHANIGANJ AZAMGARH | AZAMGARH | AZAMGARH | UTTAR PRADESH | ₹8.5 Cr | L4 | Rejected-Finance NOT ADMITTED |
| 5 | L5₹8.8 CrRejected-Finance | ₹8.8 Cr | L5 | Rejected-Finance NOT ADMITTED |
| Sl No | Description | Qty | Unit | ganga sagar singh L2 | M/S MAHENDRA KUMAR SINGH L5 | M/S A.S.TRADERS L3 | M/s Shakti Construction L1 | m/s sai construction L7 | M/S SAI CONSTRUCTION L6 | BHIKHA SHAHAB CONSTRUCTION LLP L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation for road work in soil with hydraulic excavator of 1.00 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 within all lifts and lead upto 1000m (Including all material, T&P, labour cess etc. but excluding G.S.T.) | 6,237.92 | Cum | 40 ₹2.5 L | 50 ₹3.1 L | 45 ₹2.8 L | 40 ₹2.5 L | 56.9 ₹3.5 L | 56.9 ₹3.5 L | 80 ₹5.0 L |
| 2.00 | Construction of Embankment with Material Deposited from Roadway Cutting with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST) (Compaction Only) (Including all T&P, labour cess etc. but excluding G.S.T.) | 5,052.6 | Cum | 80 ₹4.0 L | 60 ₹3.0 L | 45 ₹2.3 L | 40 ₹2.0 L | 63.6 ₹3.2 L | 63.6 ₹3.2 L | 80 ₹4.0 L |
| 3.00 | Construction of embankment with approved material obtained from R.O.W. with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 and Diversion (Including all T&P, labour cess etc. but excluding G.S.T.) | 41,533.68 | Cum | 140 ₹58.1 L | 100 ₹41.5 L | 75 ₹31.2 L | 60 ₹24.9 L | 120.3 ₹50.0 L | 100 ₹41.5 L | 80 ₹33.2 L |
| 4.00 | GSB - 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 motor grader at OMC, and compacting with Soil campactor roller to achieve the desired density, complete as per MORT&H Technical Specification Clause 401. For Widening (Including all material, T&P, labour cess etc. but excluding G.S.T.) | 4,993.6 | Cum | 1,800 ₹89.9 L | 2,500 ₹1.2 Cr | 2,300 ₹1.1 Cr | 1,700 ₹84.9 L | 2,542.6 ₹1.3 Cr | 2,400 ₹1.2 Cr | 2,800 ₹1.4 Cr |
| 5.00 | 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 G.S.T.) | 8,028.75 | Sqm | 30 ₹2.4 L | 1 ₹8,028.75 | 1.8 ₹14,451.75 | 1.8 ₹14,451.75 | 1.8 ₹14,451.75 | 1.8 ₹14,451.75 | 15 ₹1.2 L |
| 6.00 | WMM- 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 paver in sub- base / base course on well prepared surface and compacting with Soil campactor roller to achieve the desired density. As per Technical Spec. Clause 406 For Widening (Including all material, T&P, labour cess etc. but excluding G.S.T.) | 5,012 | Cum | 1,850 ₹92.7 L | 2,600 ₹1.3 Cr | 2,400 ₹1.2 Cr | 1,800 ₹90.2 L | 2,679.3 ₹1.3 Cr | 2,500 ₹1.3 Cr | 3,000 ₹1.5 Cr |
| 7.00 | Providing and applying primer coat with SS 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 G.S.T.) | 40,273.75 | Sqm | 14 ₹5.6 L | 39 ₹15.7 L | 35 ₹14.1 L | 25 ₹10.1 L | 39.5 ₹15.9 L | 39.5 ₹15.9 L | 50 ₹20.1 L |
| 8.00 | Providing and laying 60mm thick 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 cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST) (Including all material, T&P, labour cess etc. but excluding G.S.T.) | 2,416.43 | Cum | 7,900 ₹1.9 Cr | 11,000 ₹2.7 Cr | 10,000 ₹2.4 Cr | 8,000 ₹1.9 Cr | 10,940.6 ₹2.6 Cr | 10,000 ₹2.4 Cr | 8,500 ₹2.1 Cr |
| 9.00 | Providing and applying Tack Coat with Bitumen VG-10 using bitumen sprayer at the rate of 0.20 kg per sqm on the prepared surface cleaned by mechanical broom. (Including all material, T&P, labour cess etc. but excluding G.S.T.) | 40,273.75 | Sqm | 13 ₹5.2 L | 10 ₹4.0 L | 11 ₹4.4 L | 8 ₹3.2 L | 11.9 ₹4.8 L | 11.9 ₹4.8 L | 15 ₹6.0 L |
| 10.00 | Providing and laying 30mm thick bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.40 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 MoRT&H specifications Clause 509 complete in all respects. (Including all material, T&P, labour cess etc. but excluding G.S.T.) | 1,208.21 | Cum | 9,000 ₹1.1 Cr | 12,000 ₹1.4 Cr | 11,000 ₹1.3 Cr | 9,500 ₹1.1 Cr | 12,176.9 ₹1.5 Cr | 11,500 ₹1.4 Cr | 9,000 ₹1.1 Cr |
Tender Value
₹9.7 Cr
EMD Value
₹19.4 L
Closing Date
15 Dec 2025, 12:00 pmClosed
SE, Jaunpur-Ghazipur Circle, PWD, Jaunpur
SE, Jaunpur-Ghazipur Circle, PWD, Jaunpur
Widening and Strengthening work of NH-135A Pali Bazar to Gutwan tak road (ODR) in District Jaunpur Ch. Km. 7.000 to 15.300 (8.300 Km)
2025_CEUVZ_1081462_2
4847/SE Tender/jnp-gzp circle/25 Date-25-09-2025
Open Tender
Civil Works
365 days
Jaunpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,590
₹19.4 L
Yes
SE, Jaunpur-Ghazipur Circle, PWD, Jaunpur
24 Mar 2026
5 Dec 2025
15 Dec 2025
5 Dec 2025
15 Dec 2025
5 Dec 2025
5 Dec 2025
Excavation for road work in soil with hydraulic excavator of 1.00 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 within all lifts and lead upto 1000m (Including all material, T&P, labour cess etc. but excluding G.S.T.)
Construction of Embankment with Material Deposited from Roadway Cutting with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST) (Compaction Only) (Including all T&P, labour cess etc. but excluding G.S.T.)
Construction of embankment with approved material obtained from R.O.W. with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 and Diversion (Including all T&P, labour cess etc. but excluding G.S.T.)
GSB - 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 motor grader at OMC, and compacting with Soil campactor roller to achieve the desired density, complete as per MORT&H Technical Specification Clause 401. For Widening (Including all material, T&P, labour cess etc. but excluding G.S.T.)
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 G.S.T.)
WMM- 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 paver in sub- base / base course on well prepared surface and compacting with Soil campactor roller to achieve the desired density. As per Technical Spec. Clause 406 For Widening (Including all material, T&P, labour cess etc. but excluding G.S.T.)
Providing and applying primer coat with SS 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 G.S.T.)
Providing and laying 60mm thick 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 cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST) (Including all material, T&P, labour cess etc. but excluding G.S.T.)
Providing and applying Tack Coat with Bitumen VG-10 using bitumen sprayer at the rate of 0.20 kg per sqm on the prepared surface cleaned by mechanical broom. (Including all material, T&P, labour cess etc. but excluding G.S.T.)
Providing and laying 30mm thick bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.40 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 MoRT&H specifications Clause 509 complete in all respects. (Including all material, T&P, labour cess etc. but excluding G.S.T.)
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 G.S.T.)
Construction of subgrade and earthen shoulders Construction of subgrade and earthen shoulders with approved material obtained from R.O.W. with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement to Table 300-2 (without lead) (Including all material, T&P, labour cess etc. but excluding G.S.T.)
Construction of subgrade and earthen shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads (1000m), transporting to site, spreading, grading to required slope and compacted to meet requirement to Table 300-2In Abadi portion (Including all material, T&P, labour cess etc. but excluding G.S.T.)
C.C. 1:4:8 in foundation with cement fine sand and brick balast S.I. No. 275 For Hume Pipe (Including all material, T&P, labour cess etc. but excluding G.S.T.)
Providing and laying of R.C.C. Hume pipe NP-3 600mm dia N.S S.L No 17 (Including all material, T&P, labour cess etc. but excluding G.S.T.)
Providing and laying of R.C.C. Hume pipe NP-3 450mm dia N.S S.L No 17 (Including all material, T&P, labour cess etc. but excluding G.S.T.)
1st class brick work with M-150 brick with cement & fine sand of 1.25FM. in 1:4 S.I.No 305 For Hume Pipe (Including all material, T&P, labour cess etc. but excluding G.S.T.)
Struck Cement Pointing with cement mortar 1:2 S.I. No 574 For Hume Pipe (Including all material, T&P, labour cess etc. but excluding G.S.T.)㨀ጀࠁ汐楡散敭瑮挠湯牣瑥ㅍ‵湩映畯摮瑡潩楷桴挠畲桳摥猠潴敮愠杧敲慧整㐠洰潮業慮楳敺洠捥慨楮慣汬⁹業數Ɽ瀠
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