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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 CrAccepted-AOC | ₹5.4 Cr | L1 | Accepted-AOC Accepted-Finance |
| 2 | Rejected-Technical | - | - | Rejected-Technical As per attcahment |
| 3 | Rejected-Technical GONDA UTTAR PRADESH | GONDA | UTTAR PRADESH | 271001 | - | - | Rejected-Technical As Per Attachment |
| 4 | Rejected-Technical | - | - | Rejected-Technical As Per Attachment |
| 5 | Rejected-Technical | - | - | Rejected-Technical As Per Attachment |
| Sl No | Description | Qty | Unit | M/s SHAMBHAVI DEVELOPERS L1 |
|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes,shrubs, saplings and trees. girth upto 300mm removal of stumps of trees cut earlier and disposal of unseviceble materials and stacking of serviceable material to be used of auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150mm in thickness. (Excluding GST) | 17,250 | Sqm | 3 ₹51,750 |
| 2.00 | Construction of Embankment with Material obtained from Borrowpits -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. | 9,500 | Cum | 75 ₹7.1 L |
| 3.00 | Excavation for roadwork 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 to the embankment location within all lifts and lead upto 1000m (Excluding GST) | 1,980 | Cum | 35 ₹69,300 |
| 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. (Excluding GST) | 1,980 | Cum | 35 ₹69,300 |
| 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. (Excluding GST) | 2,057 | Cum | 4,500 ₹92.6 L |
| 6.00 | Providing, laying, spreading and compacting stone aggregates from approved quarry to Wet Mix macadam specification including premixing the material with water at OMC in machanical mix plant,, carriage of mixed material by tipper to site laying in uniform layer with paver in sub basae/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORTH specification 406. (Excluding GST) | 3,912 | Cum | 5,000 ₹2.0 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. (Excluding GST) | 18,975 | Sqm | 9 ₹1.7 L |
| 8.00 | Dense Graded Bituminous Macadam Grade-II 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 percent 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 MoRT&H specification clause No. 505 complete in all respects. (Excluding GST) | 1,043 | Cum | 12,600 ₹1.3 Cr |
| 9.00 | Providing and applying tack coat with bitumen VG-10 grade using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous cleaned with mechanical broom as per MORTH Specification. (Excluding GST) | 18,975 | Sqm | 9 ₹1.7 L |
| 10.00 | Providing and laying bituminous concrete with 60-90 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 (VG 30) @ 5.4 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 Sr No. 5.8 & MoRT&H Specification Ref. No. 509 . (Excluding GST) | 569 | Cum | 13,200 ₹75.1 L |
Tender Value
₹5.9 Cr
EMD Value
₹11.8 L
Closing Date
26 Dec 2025, 12:00 pmClosed
Superintending Engineer Deoria Circle PWD Deoria
Office of The Superintending Engineer Deoria Circle PWD Deoria
Widening and strengthening work of Bhathat Pipraich road ODR in dist kushinagar
2025_CEGKP_1097051_1
4533/76yat-Deo Circle/25 Dated 04.12.2025
Open Tender
Civil Works
270 days
Kushinagar
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,720
₹11.8 L
Deoria
23 Apr 2026
15 Dec 2025
26 Dec 2025
15 Dec 2025
26 Dec 2025
15 Dec 2025
23 Dec 2025
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes,shrubs, saplings and trees. girth upto 300mm removal of stumps of trees cut earlier and disposal of unseviceble materials and stacking of serviceable material to be used of auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150mm in thickness. (Excluding GST)
Construction of Embankment with Material obtained from Borrowpits -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.
Excavation for roadwork 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 to the embankment location within all lifts and lead upto 1000m (Excluding GST)
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. (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. (Excluding GST)
Providing, laying, spreading and compacting stone aggregates from approved quarry to Wet Mix macadam specification including premixing the material with water at OMC in machanical mix plant,, carriage of mixed material by tipper to site laying in uniform layer with paver in sub basae/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORTH specification 406. (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. (Excluding GST)
Dense Graded Bituminous Macadam Grade-II 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 percent 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 MoRT&H specification clause No. 505 complete in all respects. (Excluding GST)
Providing and applying tack coat with bitumen VG-10 grade using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous cleaned with mechanical broom as per MORTH Specification. (Excluding GST)
Providing and laying bituminous concrete with 60-90 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 (VG 30) @ 5.4 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 Sr No. 5.8 & MoRT&H Specification Ref. No. 509 . (Excluding GST)
Construction of sub-grade and erthen shoulders 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. As perSr No. 3.18 MoRT&H Specification Ref. No. 305 (Excluding GST)
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 and backfilling with approved material. as Per Morth. S.I.No. 3.13 (Excluding GST)
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. S.I.No. 9.03
RCC Grade M25 using batching plant transit mixer & manual placing as Per Morth. S.I.No. 12.08 (Excluding GST)
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