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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 CrAccepted-AOC 144 GHAFFAR MANZIL OKHLA JAMIA NAGAR NEW DELHI 25 | SOUTH EAST | DELHI | 110025 | ₹9.7 Cr | L1 | Accepted-AOC Accepted-Finance |
| 2 | L2₹11.4 CrRejected-Finance | ₹11.4 Cr | L2 | Rejected-Finance Lowest |
| 3 | Rejected-Technical B 52 NIRALA NAGAR LUCKNOW | LUCKNOW | UTTAR PRADESH | - | - | Rejected-Technical As per attcahment |
| 4 | Rejected-Technical | - | - | Rejected-Technical As Per Attachment |
| Sl No | Description | Qty | Unit | M/s Maa Sharda Nirman L2 | FRIENDS CONSTRUCTION COMPANY L1 |
|---|---|---|---|---|---|
| 1.00 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. (Excluding GST) | 19,687.5 | sqm | 9.15 ₹1.8 L | 7 ₹1.4 L |
| 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 (Excluding GST) | 5,548.96 | cum | 57.25 ₹3.2 L | 35 ₹1.9 L |
| 3.00 | Construction of Embankment with Material obtained from Borrowpits ( Ledad upto 1 Km)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..(Excluding GST) | 8,800 | cum | 214.8 ₹18.9 L | 100 ₹8.8 L |
| 4.00 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits area lead up to 1 Km with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to97% proctor density requirement of table No. 300-2 MORTH specification no. 305.(Excluding GST) | 3,205 | cum | 219.6 ₹7.0 L | 120 ₹3.8 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 (Excluding GST) | 5,300 | cum | 5,013.3 ₹2.7 Cr | 4,200 ₹2.2 Cr |
| 6.00 | Wet Mix Macadam (Plant Mix Method):- 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 vibratory roller to achieve the desired density. (Excluding GST) | 4,743.75 | sqm | 5,428.55 ₹2.6 Cr | 4,400 ₹2.1 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) | 46,750 | cum | 39.15 ₹18.3 L | 35 ₹16.4 L |
| 8.00 | Dense Graded Bituminous Macadam Grading 2-
Providing and laying dense graded bituminous macadam 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. (Excluding GST). | 2,571.25 | sqm | 12,884.25 ₹3.3 Cr | 11,500 ₹3.0 Cr |
| 9.00 | Tack Coat :-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. (Excluding GST). | 46,750 | cum | 11.55 ₹5.4 L | 10 ₹4.7 L |
| 10.00 | Bituminous Concrete Grading II:- Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 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 respectsAs per Sr. No. 5.05 & Reference to MORT&H Specification no. 507 (Excluding GST) | 1,402.5 | cum | 14,186.15 ₹2.0 Cr | 12,500 ₹1.8 Cr |
Tender Value
₹11.3 Cr
EMD Value
₹22.6 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 baliyahwa Jokwa rajwaha bankata road from ch 0.000 to 8.500 km (Length- 8.500 km) in Dist Kushinagar
2025_CEGKP_1096902_1
3881/76yat-Deo Circle/25 Dated 06.10.2025
Open Tender
Civil Works
365 days
Kushinagar
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,720
₹22.6 L
Deoria
11 Mar 2026
10 Dec 2025
26 Dec 2025
10 Dec 2025
26 Dec 2025
10 Dec 2025
20 Dec 2025
Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. (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 (Excluding GST)
Construction of Embankment with Material obtained from Borrowpits ( Ledad upto 1 Km)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..(Excluding GST)
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits area lead up to 1 Km with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to97% proctor density requirement of table No. 300-2 MORTH specification no. 305.(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)
Wet Mix Macadam (Plant Mix Method):- 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 vibratory roller to achieve the desired density. (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 Grading 2- Providing and laying dense graded bituminous macadam 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. (Excluding GST).
Tack Coat :-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. (Excluding GST).
Bituminous Concrete Grading II:- Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 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 respectsAs per Sr. No. 5.05 & Reference to MORT&H Specification no. 507 (Excluding GST)
For 3rd Year @0.50%
For 4rd Year @0.75%
For 5rd Year @1%
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