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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹199.5 CrAccepted-AOC 2 560 GOMTI NAGAR VIRAM KHAND LUCKNOW | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226010 | ₹199.5 Cr Quoted ₹201.8 Cr | L1 | Accepted-AOC Accepted-Finance |
| 2 | L2₹205.4 Cr+₹3.6 Cr (1.80%)Rejected-Finance | ₹205.4 Cr+₹3.6 Cr (1.80%) | L2 | Rejected-Finance Not Lowest |
| Sl No | Description | Qty | Unit | AMBE INFRAPROJECTS PRIVATE LIMITED L1 | Vijai Construction (India) Private Limited L2 |
|---|---|---|---|---|---|
| 1.00 | Part A (Civil Work)
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. Reference to MORT&H Specification 201 Sr No 2.03((iii) (Excluding GST) | 16.9 | Hec. | 1,52,510 ₹25,77,419 Lowest | 1,55,255.18 ₹26,23,812.54 |
| 2.00 | Removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Reference to MORT&H Specification 2.1 Sr No 2.1((iii) (Excluding GST) | 158 | No. | 840 ₹1,32,720 Lowest | 855.12 ₹1,35,108.96 |
| 3.00 | 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
(a) Excavation in soil using hydraulic excavator CK-90 with disposal of earth in immediate vicinity without tippers Reference to MORT&H Specification 301 Sr No 3.06 (Excluding GST) | 28,254 | CUM | 42 ₹11,86,668 Lowest | 42.76 ₹12,08,141.04 |
| 4.00 | 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
(b) Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres. Reference to MORT&H Specification 301 Sr No 3.06 (Excluding GST) | 17,968 | CUM | 88 ₹15,81,184 Lowest | 89.58 ₹16,09,573.44 |
| 5.00 | 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. Reference to MORT&H Specification 305 Sr No 3.17 (Excluding GST) | 37,350 | CUM | 54.6 ₹20,39,310 Lowest | 55.58 ₹20,75,913 |
| 6.00 | 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. Reference to MORT&H Specification 305 Sr No 3.16 (Excluding GST) | 3,77,000 | CUM | 156.7 ₹5,90,75,900 Lowest | 159.52 ₹6,01,39,040 |
| 7.00 | 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 Reference to MORT&H Specification 305 Sr No 3.18 (Excluding GST) | 72,142 | CUM | 158.5 ₹1,14,34,507 Lowest | 161.35 ₹1,16,40,111.7 |
| 8.00 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Reference to MORT&H Specification 202 Sr No 2.05(ii)A (Excluding GST) | 459 | CUM | 461.5 ₹2,11,828.5 Lowest | 469.81 ₹2,15,642.79 |
| 9.00 | Dismantling of granular course and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Reference to MORT&H Specification 202 Sr No 2.05(ii)B (Excluding GST) | 12,512 | CUM | 61.5 ₹7,69,488 Lowest | 62.61 ₹7,83,376.32 |
| 10.00 | 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 (Only Laying cost for Using reclaimed granular material) Reference to MORT&H Specification 401 Sr No 4.01B (Excluding GST) | 7,966 | CUM | 987 ₹78,62,442 Lowest | 1,004.77 ₹80,03,997.82 |
Tender Value
₹202.7 Cr
EMD Value
₹2.0 Cr
Closing Date
16 Jan 2026, 12:00 pmClosed
Superintending Engineer Deoria Circle PWD Deoria
Office of The Superintending Engineer Deoria Circle PWD Deoria
Widening and strengthening of Deoria-Kasia road (SH-79) in 4-lane from chainage 1.600 to 33.100 in Dist Deoria
2026_CEGKP_1103620_1
4755/76yat-Deo Circle/25 Dated 20.12.2025
Open Tender
Civil Works
Item Rate
547 days
Deoria
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,720
₹2.0 Cr
Deoria
26 Mar 2026
3 Jan 2026
16 Jan 2026
3 Jan 2026
16 Jan 2026
3 Jan 2026
12 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Part A (Civil Work)
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. Reference to MORT&H Specification 201 Sr No 2.03((iii) (Excluding GST) | 16.9 | Hec. | - | - |
| 2 | Removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Reference to MORT&H Specification 2.1 Sr No 2.1((iii) (Excluding GST) | 158 | No. | - | - |
| 3 | 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
(a) Excavation in soil using hydraulic excavator CK-90 with disposal of earth in immediate vicinity without tippers Reference to MORT&H Specification 301 Sr No 3.06 (Excluding GST) | 28,254 | CUM | - | - |
| 4 | 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
(b) Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres. Reference to MORT&H Specification 301 Sr No 3.06 (Excluding GST) | 17,968 | CUM | - | - |
| 5 | 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. Reference to MORT&H Specification 305 Sr No 3.17 (Excluding GST) | 37,350 | CUM | - | - |
| 6 | 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. Reference to MORT&H Specification 305 Sr No 3.16 (Excluding GST) | 3,77,000 | CUM | - | - |
| 7 | 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 Reference to MORT&H Specification 305 Sr No 3.18 (Excluding GST) | 72,142 | CUM | - | - |
| 8 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Reference to MORT&H Specification 202 Sr No 2.05(ii)A (Excluding GST) | 459 | CUM | - | - |
| 9 | Dismantling of granular course and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Reference to MORT&H Specification 202 Sr No 2.05(ii)B (Excluding GST) | 12,512 | CUM | - | - |
| 10 | 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 (Only Laying cost for Using reclaimed granular material) Reference to MORT&H Specification 401 Sr No 4.01B (Excluding GST) | 7,966 | CUM | - | - |
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