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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.7 CrAccepted-AOC R P S MARKET DATAGANJ DISTRICT BADAUN UTTAR PRADESH | DATAGANJ | BADAUN | UTTAR PRADESH | ₹19.7 Cr Quoted ₹19.9 Cr | L1 | Accepted-AOC Lowest Amount Quoted |
| 2 | L2₹20.0 CrRejected-Finance NAHAR KHAN SARAI BADAUN | BADAUN | BUDAUN | UTTAR PRADESH | ₹20.0 Cr | L2 | Rejected-Finance Highest Amount Quoted |
| Sl No | Description | Qty | Unit | R H Construction L2 | RISHI VISHWAKARMA CONSTRUCTION (R.V. CONSTRUCTION) 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 As per MORT&H Specification 2019, S.No. 3.06 (Clause-301) | 15,705 | Cum | 57.2 ₹9.0 L | 56 ₹8.8 L |
| 2.00 | Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain anmd foundation of other structures graded and compacted to meet requirement of table 300-2 | 15,705 | Cum | 66.7 ₹10.5 L | 66 ₹10.4 L |
| 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. As per MORT&H Specification 2019, S.No. 3.16 (Clause-305) | 16,544.34 | Cum | 123.5 ₹20.4 L | 123 ₹20.3 L |
| 4.00 | 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. As per MORT&H Specification 2019, S.No. 3.16 (Clause-305) with 1 Km Cartage | 3,509.46 | Cum | 184.3 ₹6.5 L | 183 ₹6.4 L |
| 5.00 | 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 MORTH 2019 S.No. 4.01 clause 401A (Grading -1 Material) | 4,874.06 | Cum | 4,809 ₹2.3 Cr | 4,788.9 ₹2.3 Cr |
| 6.00 | 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. As per MORT&H Specification 2019, 4.14 (Clause-406B) | 8,815.63 | Cum | 4,965 ₹4.4 Cr | 4,944.8 ₹4.4 Cr |
| 7.00 | 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 (vg30) 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 2019 clause No. 505 complete in all respects. | 551.25 | Cum | 11,243 ₹62.0 L | 11,196 ₹61.7 L |
| 8.00 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 As per MORT&H Specification 2019, S.No. 3.18 (Clause-305) with 1 KM cartage | 741 | Cum | 190.1 ₹1.4 L | 189 ₹1.4 L |
| 9.00 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 As per MORT&H Specification 2019, S.No. 3.18 (Clause-305) | 3,783 | Cum | 125 ₹4.7 L | 124 ₹4.7 L |
| 10.00 | Providing & applying Primer coat with bitumen emulsion (Slow setting type-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/Sqm. Using mechanical means including cost of all material, labour, T&P etc. required for proper completion of the work as per MORT&H specifications (2001) No. 502.8 | 49,280 | Sqm | 41 ₹20.2 L | 41 ₹20.2 L |
Tender Value
₹21.3 Cr
EMD Value
₹52 L
Closing Date
28 Mar 2026, 12:00 pmClosed
Superintending Engineer,
Superintending Engineer, Budaun/Pilibhit Circle PWD Bareilly
WIDENING AND STRENGTHENING OF USHAIT KORI KALAN KATRA ATENA KESHAV NAGLA VARNI NAGLA RAMSI NAGLA ROAD IN KM. 01 TO 13 (900) IN F.Y. 2025-26 IN DATAGANJ VIDHANSABHA OF DISTRICT BADAUN
2026_CEBLY_1129078_1
930/7NividaPD ET-8/25-26 dt 06-02-26
Open Tender
Civil Works - Roads
455 days
Budaun
PLEASE REFER TENDER Documents
4 documents required · 4 mandatory
₹2,714
₹52 L
Yes
Bareilly
17 May 2026
23 Mar 2026
28 Mar 2026
23 Mar 2026
28 Mar 2026
23 Mar 2026
24 Mar 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 As per MORT&H Specification 2019, S.No. 3.06 (Clause-301) | |||||
| 2Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain anmd foundation of other structures graded and compacted to meet requirement of table 300-2 | |||||
| 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. As per MORT&H Specification 2019, S.No. 3.16 (Clause-305) | |||||
| 4Construction 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. As per MORT&H Specification 2019, S.No. 3.16 (Clause-305) with 1 Km Cartage | |||||
| 5Construction 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 MORTH 2019 S.No. 4.01 clause 401A (Grading -1 Material) | |||||
| 6 | 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. As per MORT&H Specification 2019, 4.14 (Clause-406B) | 1 | Cum | - | - |
| 7Providing 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 (vg30) 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 2019 clause No. 505 complete in all respects. | |||||
| 8Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 As per MORT&H Specification 2019, S.No. 3.18 (Clause-305) with 1 KM cartage | |||||
| 9Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 As per MORT&H Specification 2019, S.No. 3.18 (Clause-305) | |||||
| 10Providing & applying Primer coat with bitumen emulsion (Slow setting type-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/Sqm. Using mechanical means including cost of all material, labour, T&P etc. required for proper completion of the work as per MORT&H specifications (2001) No. 502.8 | |||||
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