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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹98.5 CrAdmitted-Finance 12 10 LOHIYA MARG DISTT PRAYAGRAJ U P | PRAYAGRAJ | UTTAR PRADESH | 211001 | L1 | Admitted-Finance | |
| 2 | L2₹102.5 Cr+₹4.0 Cr (4.05%)Admitted-Finance BAHADURPUR POST DHAULI TARABGANJ DISTRICT GONDA UTTAR PRADESH | GONDA | GONDA | UTTAR PRADESH | L2 | Admitted-Finance | |
| 3 | L3₹110.3 Cr+₹11.8 Cr (12.0%)Admitted-Finance 2 560 GOMTI NAGAR VIRAM KHAND LUCKNOW | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226010 | L3 | Admitted-Finance | |
| 4 | L4₹115.0 Cr+₹16.5 Cr (16.8%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹117.7 Cr+₹19.2 Cr (19.4%)Admitted-Finance KACHEHRI AMBEDAKARNAGAR CHAUK DISTRICT GORAKHPUR | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Bansal Highway Infratech Pvt Ltd L1 | SIDDHARTH CONSTRUCTION L4 | M/S ANMOL ASSOCIATES L7 | AMBE INFRAPROJECTS PRIVATE LIMITED L3 | R.K.TRADERS & CONSTRUCTION PRIVATE LIMITED L5 | M/s Nirbhay Constructions L2 | Prabha Construction Infra Private Limited L8 | MAA Aadi Shakti Infrabuild India Pvt. Ltd. L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road Cleaning 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. (Excluding G.S.T) | 2,80,000 | Sqm | 5.31 ₹14,86,800 | 5 ₹14,00,000 | 10 ₹28,00,000 | 5 ₹14,00,000 | 7 ₹19,60,000 | 2 ₹5,60,000 | 13.73 ₹38,44,400 | 1 ₹2,80,000 Lowest |
| 2.00 | Removal of stumps and roots including backfilling with suitable material to required compaction Removal (including stacking and proper handling over to concered Authority) of stumps and roots of trees having girth 300 mm and backfilling the pit created to required compaction complete as per technical specification clause 201 and 305 or as directed by the engineer, for girth size above 300mm. (Excluding G.S.T) | 740 | NO | 195 ₹1,44,300 | 300 ₹2,22,000 | 10 ₹7,400 | 500 ₹3,70,000 | 400 ₹2,96,000 | 300 ₹2,22,000 | 849.54 ₹6,28,659.6 | 1 ₹740 Lowest |
| 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.(Trench Excavation) Excavation in soil using hydraulic excavator CK-90 with disposal of earth in immediate vicinity without tippers. (Excluding G.S.T) | 13,710 | Cum | 39 ₹5,34,690 | 38 ₹5,20,980 | 10 ₹1,37,100 | 40 ₹5,48,400 | 30 ₹4,11,300 | 20 ₹2,74,200 | 48.07 ₹6,59,039.7 | 1 ₹13,710 Lowest |
| 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.(Trench Excavation) Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres.(Excluding G.S.T) | 15,590 | Cum | 76 ₹11,84,840 | 60 ₹9,35,400 | 10 ₹1,55,900 | 55 ₹8,57,450 | 50 ₹7,79,500 | 50 ₹7,79,500 | 98 ₹15,27,820 | 1 ₹15,590 Lowest |
| 5.00 | Construction of Embankment with Material Deposited from Roadway Cutting 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 G.S.T) | 21,500 | Cum | 49.5 ₹10,64,250 | 40 ₹8,60,000 | 10 ₹2,15,000 | 55 ₹11,82,500 | 30 ₹6,45,000 | 35 ₹7,52,500 | 63.77 ₹13,71,055 | 1 ₹21,500 Lowest |
| 6.00 | Construction of embankment 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 G.S.T) | 1,90,000 | Cum | 99 ₹1,88,10,000 | 120 ₹2,28,00,000 | 150 ₹2,85,00,000 | 180 ₹3,42,00,000 | 200 ₹3,80,00,000 | 190 ₹3,61,00,000 | 224.65 ₹4,26,83,500 | 90 ₹1,71,00,000 Lowest |
| 7.00 | Construction of Subgrade and Earthen Shoulders Construction of Sub-grade and earthen shoulders with approved material obtained from borrow pits area lead upto 8 km with all lifts & leads , Transporting to site , spreading, grading to required slope and compacted to 97% proctor density requirement of Table No. 300-2 MORTH specification no. 305.(Excluding G.S.T) | 17,290 | cum. | 175 ₹30,25,750 | 130 ₹22,47,700 Lowest | 220 ₹38,03,800 | 180 ₹31,12,200 | 200 ₹34,58,000 | 190 ₹32,85,100 | 233.48 ₹40,36,869.2 | 200 ₹34,58,000 |
| 8.00 | Dismantling of granular course and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately(Excluding G.S.T) | 9,340 | cum. | 44 ₹4,10,960 | 30 ₹2,80,200 Lowest | 50 ₹4,67,000 | 60 ₹5,60,400 | 66 ₹6,16,440 | 40 ₹3,73,600 | 64.75 ₹6,04,765 | 50 ₹4,67,000 |
| 9.00 | Granular Sub-Base Only Laying cost for Using reclaimed granular material 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)(Excluding G.S.T) | 4,670 | cum. | 655 ₹30,58,850 | 500 ₹23,35,000 Lowest | 900 ₹42,03,000 | 700 ₹32,69,000 | 800 ₹37,36,000 | 550 ₹25,68,500 | 907.5 ₹42,38,025 | 900 ₹42,03,000 |
| 10.00 | Granular Sub-Base with Graded Material (Table:- 400-1) Grade III Construction of granular sub-base Grade III 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 G.S.T) | 34,425 | Cum | 2,999 ₹10,32,40,575 Lowest | 3,750 ₹12,90,93,750 | 4,150 ₹14,28,63,750 | 3,600 ₹12,39,30,000 | 3,700 ₹12,73,72,500 | 3,500 ₹12,04,87,500 | 4,200 ₹14,45,85,000 | 4,150 ₹14,28,63,750 |
Tender Value
₹130 Cr
EMD Value
₹1.3 Cr
Closing Date
13 Mar 2026, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Superintending Engineer Deoria Circle PWD Deoria
Office of The Superintending Engineer Deoria Circle PWD Deoria
Widening and strengthening of 4 Lane from chainage 0.000 to 21.750 of Deoria Barahaj Road ODR in Dist Deoria
2026_CEGKP_1118777_1
630/76yat-Deo Circle/26 Dated 10.02.2026
Open Tender
Civil Works
Item Rate
547 days
Deoria
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,714
₹1.3 Cr
Deoria
11 Jun 2026
23 Feb 2026
13 Mar 2026
23 Feb 2026
13 Mar 2026
23 Feb 2026
27 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road Cleaning 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. (Excluding G.S.T) | 2,80,000 | Sqm | - | - |
| 2 | Removal of stumps and roots including backfilling with suitable material to required compaction Removal (including stacking and proper handling over to concered Authority) of stumps and roots of trees having girth 300 mm and backfilling the pit created to required compaction complete as per technical specification clause 201 and 305 or as directed by the engineer, for girth size above 300mm. (Excluding G.S.T) | 740 | 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.(Trench Excavation) Excavation in soil using hydraulic excavator CK-90 with disposal of earth in immediate vicinity without tippers. (Excluding G.S.T) | 13,710 | 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.(Trench Excavation) Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres.(Excluding G.S.T) | 15,590 | Cum | - | - |
| 5 | Construction of Embankment with Material Deposited from Roadway Cutting 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 G.S.T) | 21,500 | Cum | - | - |
| 6 | Construction of embankment 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 G.S.T) | 1,90,000 | Cum | - | - |
| 7 | Construction of Subgrade and Earthen Shoulders Construction of Sub-grade and earthen shoulders with approved material obtained from borrow pits area lead upto 8 km with all lifts & leads , Transporting to site , spreading, grading to required slope and compacted to 97% proctor density requirement of Table No. 300-2 MORTH specification no. 305.(Excluding G.S.T) | 17,290 | cum. | - | - |
| 8 | Dismantling of granular course and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately(Excluding G.S.T) | 9,340 | cum. | - | - |
| 9 | Granular Sub-Base Only Laying cost for Using reclaimed granular material 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)(Excluding G.S.T) | 4,670 | cum. | - | - |
| 10 | Granular Sub-Base with Graded Material (Table:- 400-1) Grade III Construction of granular sub-base Grade III 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 G.S.T) | 34,425 | Cum | - | - |
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