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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 CrAccepted-AOC HARDAHA BALUWA VARANASI CHANDAULE | ₹7.9 Cr Quoted ₹8.0 Cr | L1 | Accepted-AOC accepted being lowest rate |
| 2 | L2₹8.1 Cr+₹3.6 L (0.45%)Rejected-Finance | ₹8.1 Cr+₹3.6 L (0.45%) | L2 | Rejected-Finance REJECTED Being HIGHER RATE |
| Sl No | Description | Qty | Unit | SHIV CONSTRUCTION L1 | VINDHYACHAL SINGH L2 |
|---|---|---|---|---|---|
| 1.00 | Cleaning and grubbing road land including uprooting rank vegitation grass, buses, shrubs, sapling and trees grit upto 300mm , removal of stumps of tree cut earliar and disposal of unserviceable material to be used or auction , upto a lead of 1000 M including removal and disposal of top organic soil not exceeding 150 mm in thickness . | 1.2 | Hec | 1,89,200 ₹2,27,040 Lowest | 1,92,000 ₹2,30,400 |
| 2.00 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres | 40 | CUM | 440 ₹17,600 Lowest | 441 ₹17,640 |
| 3.00 | 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, within all lifts and lead upto 30m. | 4,016 | CUM | 56 ₹2,24,896 | 55 ₹2,20,880 Lowest |
| 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. | 20,000 | CUM | 240 ₹48,00,000 Lowest | 250 ₹50,00,000 |
| 5.00 | Construction of embankment with approved material diposited at site from raodway cutting and compacting to meet requirement of table 300-2. | 2,008 | CUM | 60 ₹1,20,480 Lowest | 60 ₹1,20,480 Lowest |
| 6.00 | 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 | 2,786 | CUM | 240 ₹6,68,640 Lowest | 250 ₹6,96,500 |
| 7.00 | 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 rotavator at OMC, and compacting with Vibratory roller to achieve the desired density, complete as per technical clause 401 | 3,371 | CUM | 3,500 ₹1,17,98,500 Lowest | 3,700 ₹1,24,72,700 |
| 8.00 | Providing, laying, spreading and compacting graded stone aggregate in layers 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. | 3,735 | CUM | 4,550 ₹1,69,94,250 | 4,500 ₹1,68,07,500 Lowest |
| 9.00 | Providing and applying primer coat with SS1 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. | 25,960 | sqm | 41 ₹10,64,360 | 40 ₹10,38,400 Lowest |
| 10.00 | 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/granular surface cleaned with mechanical broom. | 26,005 | sqm | 11 ₹2,86,055 Lowest | 11 ₹2,86,055 Lowest |
Tender Value
₹8.1 Cr
EMD Value
₹16.2 L
Closing Date
2 Mar 2026, 12:00 pmClosed
SE PD PWD AYODHYA
SE PWD AYODHYA
Widening and strengthening work from Chainage 8.600 to 13.32 of Rampur Bhagan Charavan road via Ghuri Tikar from Subehta Square
2026_CEUFZ_1119275_1
903/02KamAyoAmbeCircle/2026
Open Tender
Civil Works - Roads
Item Rate
AYODHYA
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹16.2 L
Yes
SE PWD AYODHYA
17 Aug 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
2 Mar 2026
23 Feb 2026
25 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cleaning and grubbing road land including uprooting rank vegitation grass, buses, shrubs, sapling and trees grit upto 300mm , removal of stumps of tree cut earliar and disposal of unserviceable material to be used or auction , upto a lead of 1000 M including removal and disposal of top organic soil not exceeding 150 mm in thickness . | 1.2 | Hec | - | - |
| 2 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres | 40 | CUM | - | - |
| 3 | 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, within all lifts and lead upto 30m. | 4,016 | CUM | - | - |
| 4 | 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. | 20,000 | CUM | - | - |
| 5 | Construction of embankment with approved material diposited at site from raodway cutting and compacting to meet requirement of table 300-2. | 2,008 | CUM | - | - |
| 6 | 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 | 2,786 | CUM | - | - |
| 7 | 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 rotavator at OMC, and compacting with Vibratory roller to achieve the desired density, complete as per technical clause 401 | 3,371 | CUM | - | - |
| 8 | Providing, laying, spreading and compacting graded stone aggregate in layers 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. | 3,735 | CUM | - | - |
| 9 | Providing and applying primer coat with SS1 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. | 25,960 | sqm | - | - |
| 10 | 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/granular surface cleaned with mechanical broom. | 26,005 | sqm | - | - |
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