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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹195.3 CrAccepted-Finance 5 203A VINEET KHAND GOMTI NAGAR LUCKNOW UTTAR PRADESH 226 010 | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226010 | ₹195.3 Cr | L1 | Accepted-Finance Accepted due to lower rate quoted |
| 2 | L2₹245.9 Cr+₹50.6 Cr (25.9%)Rejected-Finance 3 22 D CIVIL LINES BYPASS ROAD NH 2 AGRA AGRA UTTAR PRADESH 282002 | AGRA | UTTAR PRADESH | 282002 | ₹245.9 Cr+₹50.6 Cr (25.9%) | L2 | Rejected-Finance Rejected due to higher rate quoted |
| 3 | L3₹246.9 Cr+₹51.7 Cr (26.5%)Rejected-Finance | ₹246.9 Cr+₹51.7 Cr (26.5%) | L3 | Rejected-Finance Rejected due to higher rate quoted |
| 4 | L4₹262.5 Cr+₹67.3 Cr (34.4%)Rejected-Finance | ₹262.5 Cr+₹67.3 Cr (34.4%) | L4 | Rejected-Finance Rejected due to higher rate quoted |
| 5 | L5₹267.8 Cr+₹72.5 Cr (37.2%)Rejected-Finance FLAT NO 5 IIND FLOOR IIIRD B 2 NEHRU NAGAR GHAZIABAD UP 201001 | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | 201001 | ₹267.8 Cr+₹72.5 Cr (37.2%) | L5 | Rejected-Finance Rejected due to higher rate quoted |
| Sl No | Description | Qty | Unit | PNC Infratech Ltd. L2 | JSP PROJECTS PVT LTD L5 | SIDDHARTH CONSTRUCTION L10 | G.S. EXPRESS PVT. LTD. L1 | M/S R P INFRAVENTURE PRIVATE LIMITED L4 | S and P Infrastructure Developers Pvt. Ltd. L8 | RCC DEVELOPERS PRIVATE LIMITED L9 | Vijai Construction (India) Private Limited L3 | MCCMAHADEO CONSTRUCTIONS PRIVATE LIMITED L7 | C S Infraconstruction Limited L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 as per MORT&H Ref.No.- 301 Sr.No.- 3.06 | 34,627 | Cum | 59 ₹20,42,993 | 90 ₹31,16,430 | 60 ₹20,77,620 | 75 ₹25,97,025 | 60 ₹20,77,620 | 95 ₹32,89,565 | 20 ₹6,92,540 Lowest | 60 ₹20,77,620 | 85 ₹29,43,295 | 100 ₹34,62,700 |
| 2.00 | 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. as per MORT&H Ref.No. 305 Sr.No. 3.17 | 34,627 | Cum | 114 ₹39,47,478 | 54 ₹18,69,858 | 60 ₹20,77,620 | 50 ₹17,31,350 Lowest | 60 ₹20,77,620 | 55 ₹19,04,485 | 50 ₹17,31,350 Lowest | 60 ₹20,77,620 | 55 ₹19,04,485 | 65 ₹22,50,755 |
| 3.00 | Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per MORT&H Ref.No. 301 Sr.No. 3.03 | 86,720 | Cum | 91 ₹78,91,520 | 90 ₹78,04,800 | 80 ₹69,37,600 Lowest | 100 ₹86,72,000 | 100 ₹86,72,000 | 150 ₹1,30,08,000 | 150 ₹1,30,08,000 | 100 ₹86,72,000 | 85 ₹73,71,200 | 135 ₹1,17,07,200 |
| 4.00 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads spreading, grading to required slope and compacting to meet requirement of table 300-2. as per MORT&H Ref.No. 305 Sr.No. 3.16 (Carted earth Lead 5 Km.) | 4,44,437 | Cum | 300 ₹13,33,31,100 | 180 ₹7,99,98,660 | 150 ₹6,66,65,550 | 110 ₹4,88,88,070 Lowest | 200 ₹8,88,87,400 | 200 ₹8,88,87,400 | 280 ₹12,44,42,360 | 198 ₹8,79,98,526 | 220 ₹9,77,76,140 | 230 ₹10,22,20,510 |
| 5.00 | 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 Ref.No. 305 Sr.No. 3.18 (Carted earth Lead 5 Km.) | 9,336 | Cum | 309 ₹28,84,824 | 192 ₹17,92,512 | 100 ₹9,33,600 Lowest | 110 ₹10,26,960 | 200 ₹18,67,200 | 200 ₹18,67,200 | 300 ₹28,00,800 | 233 ₹21,75,288 | 244 ₹22,77,984 | 240 ₹22,40,640 |
| 6.00 | Dismantling of flexible pavements and dispossal of dismantlled material up tot a lead of 1000 meters stacking of serviceable and uncerviceable materials as per MORT&H Ref.No. 202 Sr.No. 2.05 A (Bituminous Coarse) | 5,874 | Cum | 364 ₹21,38,136 | 719 ₹42,23,406 | 100 ₹5,87,400 Lowest | 175 ₹10,27,950 | 250 ₹14,68,500 | 400 ₹23,49,600 | 310 ₹18,20,940 | 450 ₹26,43,300 | 400 ₹23,49,600 | 475 ₹27,90,150 |
| 7.00 | Dismantling of flexible pavements and disposal of dismantlled material up tot a lead of 1000 meters stacking of serviceable and uncerviceable materials as per MORT&H Ref.No. 202 Sr.No. 2.05 B (Granular Coarse) | 9,791 | Cum | 228 ₹22,32,348 | 719 ₹70,39,729 | 100 ₹9,79,100 | 175 ₹17,13,425 | 160 ₹15,66,560 | 55 ₹5,38,505 Lowest | 150 ₹14,68,650 | 60 ₹5,87,460 | 400 ₹39,16,400 | 68 ₹6,65,788 |
| 8.00 | Re-cycle of granular mateial obtain from dismantling of flexible pavement (Labour Machinery & additional stone dust material only) including add stone dust 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 | 6,266 | Cum | 1,071 ₹67,10,886 | 1,198 ₹75,06,668 | 10,000 ₹6,26,60,000 | 700 ₹43,86,200 | 1,200 ₹75,19,200 | 700 ₹43,86,200 | 500 ₹31,33,000 Lowest | 1,300 ₹81,45,800 | 1,236 ₹77,44,776 | 780 ₹48,87,480 |
| 9.00 | Construction of granular sub-base Grade -I by providing Close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 as per MORT&H Ref.No. 401 Sr.No. 4.01 B | 1,00,025 | Cum | 2,886 ₹28,86,72,150 | 3,713 ₹37,13,92,825 | 4,000 ₹40,01,00,000 | 2,750 ₹27,50,68,750 Lowest | 3,145 ₹31,45,78,625 | 4,100 ₹41,01,02,500 | 3,800 ₹38,00,95,000 | 3,800 ₹38,00,95,000 | 4,000 ₹40,01,00,000 | 4,100 ₹41,01,02,500 |
| 10.00 | 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 Ref.No. 406 Sr.No. 4.14 | 36,698 | Cum | 3,005 ₹11,02,77,490 | 4,192 ₹15,38,38,016 | 4,100 ₹15,04,61,800 | 2,750 ₹10,09,19,500 Lowest | 3,500 ₹12,84,43,000 | 4,300 ₹15,78,01,400 | 4,050 ₹14,86,26,900 | 3,900 ₹14,31,22,200 | 4,200 ₹15,41,31,600 | 4,250 ₹15,59,66,500 |
Tender Value
₹301 Cr
EMD Value
₹3.0 Cr
Closing Date
16 Apr 2026, 12:00 pmClosed
Superintending Engineer
0/0 Superintending Engineer Ayodhya/Ambedkarnagar Circle, P.W.D. Ayodhya
Widening 2 Lane to 4 lanes and strengthening including 02 Major Bridges of the Intauja Mahona Kumhraon Kursi Deva Chinhat Road MDR 88C in District Barabanki from chainage 18.500 to 45.850
2026_CEUFZ_1126647_1
1501/1KAM(BARA)E-Tender/2026 Date 11-03-2026
Open Tender
Civil Works
Item Wise
730 days
Barabanki
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹3.0 Cr
Yes
Ayodhya
10 Jun 2026
18 Mar 2026
16 Apr 2026
18 Mar 2026
16 Apr 2026
18 Mar 2026
2 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 as per MORT&H Ref.No.- 301 Sr.No.- 3.06 | - | Cum | 32 | - |
| 2 | 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. as per MORT&H Ref.No. 305 Sr.No. 3.17 | - | Cum | 33 | - |
| 3 | Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per MORT&H Ref.No. 301 Sr.No. 3.03 | - | Cum | 34 | - |
| 4 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads spreading, grading to required slope and compacting to meet requirement of table 300-2. as per MORT&H Ref.No. 305 Sr.No. 3.16 (Carted earth Lead 5 Km.) | 0.58 | Cum | 35 | ₹20.3 |
| 5 | 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 Ref.No. 305 Sr.No. 3.18 (Carted earth Lead 5 Km.) | - | Cum | 36 | - |
| 6 | Dismantling of flexible pavements and dispossal of dismantlled material up tot a lead of 1000 meters stacking of serviceable and uncerviceable materials as per MORT&H Ref.No. 202 Sr.No. 2.05 A (Bituminous Coarse) | - | Cum | 37 | - |
| 7 | Dismantling of flexible pavements and disposal of dismantlled material up tot a lead of 1000 meters stacking of serviceable and uncerviceable materials as per MORT&H Ref.No. 202 Sr.No. 2.05 B (Granular Coarse) | - | Cum | 38 | - |
| 8 | Re-cycle of granular mateial obtain from dismantling of flexible pavement (Labour Machinery & additional stone dust material only) including add stone dust 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 | - | Cum | 39 | - |
| 9 | Construction of granular sub-base Grade -I by providing Close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 as per MORT&H Ref.No. 401 Sr.No. 4.01 B | - | Cum | 40 | - |
| 10 | 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 Ref.No. 406 Sr.No. 4.14 | - | Cum | 41 | - |
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