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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.2 CrAccepted-AOC | ₹19.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹19.3 CrRejected-Finance MOH PADAW NAWABGANJ GONDA U P 271303 | GONDA | UTTAR PRADESH | 271303 | ₹19.3 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹19.4 CrRejected-Finance | ₹19.4 Cr | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | SHIV CONSTRUCTION L2 | Surya Prakash Singh L3 | M/s Nirbhay Constructions L1 |
|---|---|---|---|---|---|---|
| 1.00 | 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 | 13,200 | Cum | 60 ₹7.9 L | 61 ₹8.1 L | 56 ₹7.4 L |
| 2.00 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 | 6,500 | Cum | 4,350 ₹2.8 Cr | 4,355 ₹2.8 Cr | 4,340 ₹2.8 Cr |
| 3.00 | 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. | 3,696 | Cum | 5,360 ₹2.0 Cr | 5,365 ₹2.0 Cr | 5,350 ₹2.0 Cr |
| 4.00 | Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 | 24,000 | sqm | 40 ₹9.6 L | 39.5 ₹9.5 L | 38 ₹9.1 L |
| 5.00 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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. | 2,400 | cum | 11,200 ₹2.7 Cr | 11,210 ₹2.7 Cr | 11,175 ₹2.7 Cr |
| 6.00 | Providing and applying tack coat with bitumen using bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.on WMM | 44,800 | sqm | 15 ₹6.7 L | 14.5 ₹6.5 L | 14 ₹6.3 L |
| 7.00 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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. 509 complete in all respects. | 672 | cum | 13,500 ₹90.7 L | 13,450 ₹90.4 L | 13,000 ₹87.4 L |
| 8.00 | Construction of Median ( in new jersy type) as per specific drawing and design (520mm at bottom & top 250mm width and 1250mm ht) RCC Grade M20 using batching plant transit mixer & manual placing as per SI No. 288 | 1,212 | cum | 9,600 ₹1.2 Cr | 9,550 ₹1.2 Cr | 9,500 ₹1.2 Cr |
| 8.10 | Supplying, fitting and placing HYSD bar reinforcement complete as per drawing and technical specifications | 780 | Qnt | 7,000 ₹54.6 L | 7,500 ₹58.5 L | 6,938 ₹54.1 L |
| 9.00 | C/O culvert and u drain- Excavation for structures 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 within all lifts and lead upto 1000m as per SI No. 251 | 13,172.96 | cum | 120 ₹15.8 L | 121 ₹15.9 L | 118 ₹15.5 L |
Tender Value
₹19.3 Cr
EMD Value
₹30 L
Closing Date
23 Apr 2026, 12:00 pmClosed
SE GONDA CIRCLE PWD GONDA
SE GONDA CIRCLE PWD GONDA
Widening and Strenthning work in four lane (2x7 mtr) from kachehari Rly station via police line Ambedkar churaha to medical college ( circuit house to vikas bhaan district jail kachehari Rly station mahdeva crossing city m school via Gonda Bahraich
2026_CEDPW_1135246_1
1666/98Com-Gonda Circle/25-26 dt 01.4.2026
Open Tender
Civil Works
365 days
GONDA
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
Yes
₹30 L
Yes
GONDA
3 May 2026
9 Apr 2026
23 Apr 2026
9 Apr 2026
23 Apr 2026
9 Apr 2026
10 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation 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 | |||||
| 2Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 | |||||
| 3Providing, 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. | |||||
| 4Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 | |||||
| 5Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 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. | |||||
| 6Providing and applying tack coat with bitumen using bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.on WMM | |||||
| 7Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent 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. 509 complete in all respects. | |||||
| 8Construction of Median ( in new jersy type) as per specific drawing and design (520mm at bottom & top 250mm width and 1250mm ht) RCC Grade M20 using batching plant transit mixer & manual placing as per SI No. 288 | |||||
| 8.1 | Supplying, fitting and placing HYSD bar reinforcement complete as per drawing and technical specifications | - | Qnt | - | - |
| 9C/O culvert and u drain- Excavation for structures 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 within all lifts and lead upto 1000m as per SI No. 251 | |||||
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