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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.0 CrAccepted-AOC | ₹14.0 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹14.2 Cr+₹16.4 L (1.17%)Rejected-Finance DUKANGANJ VARANASI | VARANASI | UTTAR PRADESH | ₹14.2 Cr+₹16.4 L (1.17%) | L2 | Rejected-Finance HIGH RATE |
| 3 | Not Admitted-Fee/PreQual/Technical SITAPUR | SITAPUR | UTTAR PRADESH | 261001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/s Shyamdhar Enterprises L2 | M/S RAJ COMPANY AND SUPPLIERS L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. | 38,400 | sqm | 4.7 ₹1,80,480 Lowest | 4.7 ₹1,80,480 Lowest |
| 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 | 3,840 | cum | 57 ₹2,18,880 Lowest | 57 ₹2,18,880 Lowest |
| 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. | 45,440 | cum | 210 ₹95,42,400 Lowest | 210 ₹95,42,400 Lowest |
| 4.00 | 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. | 3,840 | cum | 62 ₹2,38,080 Lowest | 62 ₹2,38,080 Lowest |
| 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 | 3,840 | cum | 4,289 ₹1,64,69,760 | 4,200 ₹1,61,28,000 Lowest |
| 6.00 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. | 19,200 | sqm | 9 ₹1,72,800 Lowest | 9 ₹1,72,800 Lowest |
| 7.00 | 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. | 6,564 | cum | 4,597 ₹3,01,74,708 | 4,500 ₹2,95,38,000 Lowest |
| 8.00 | Providing and applying primer coat with SS1 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. | 32,450 | sqm | 47 ₹15,25,150 Lowest | 47 ₹15,25,150 Lowest |
| 9.00 | Providing and applying tack coat 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. | 32,450 | sqm | 13 ₹4,21,850 Lowest | 13 ₹4,21,850 Lowest |
| 10.00 | 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. | 2,271 | cum | 12,980 ₹2,94,77,580 | 12,900 ₹2,92,95,900 Lowest |
Tender Value
₹13.8 Cr
EMD Value
₹27.5 L
Closing Date
4 Apr 2026, 12:00 pmClosed
Superintending Engineer
SE BALLIA CIRCLE PWD BALLIA
Work for the widening and strengthening of NH-31 (Maa Ganga Ghat) to Dubechhapra Keharpur Shahpur Nauka Basti Maan singh Chhapra Moon Chhapra SH-1B Kasturi Cold Storage Achalgarh Dalchhapra Railway Station and Srinagar Bandha Road (ODR). (including 0
2026_CEUAZ_1131568_1
1422/NIVIDA(CD)-BALLIA CIRCLE/2025 Date- 16.03.2026
Open Tender
Civil Works
Item Rate
365 days
BALLIA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,590
₹27.5 L
SE BALLIA CIRCLE PWD BALLIA
8 Jul 2026
30 Mar 2026
4 Apr 2026
30 Mar 2026
4 Apr 2026
30 Mar 2026
31 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. | |||||
| 2Excavation 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 | |||||
| 3Construction 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. | |||||
| 4Construction 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. | |||||
| 5Construction 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 | |||||
| 6Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. | |||||
| 7Providing, 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. | |||||
| 8Providing and applying primer coat with SS1 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. | |||||
| 9Providing and applying tack coat 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. | |||||
| 10Providing 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. | |||||
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