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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.0 CrAccepted-AOC BILLRAM GATE KASGANJ | KASGANJ | UTTAR PRADESH | 207123 | ₹13.0 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹13.1 CrRejected-AOC | ₹13.1 Cr | L2 | Rejected-AOC L2 |
| 3 | L3₹14.0 CrRejected-Finance E 13 NIRBHAY NAGAR GALLANA ROAD AGRA | AGRA | ₹14.0 Cr | L3 | Rejected-Finance Not compile for AOC |
| 4 | L4₹14.0 CrRejected-Finance | ₹14.0 Cr | L4 | Rejected-Finance Not compile for AOC |
| 5 | L5₹15.0 CrRejected-Finance | ₹15.0 Cr | L5 | Rejected-Finance Not compile for AOC |
| Sl No | Description | Qty | Unit | RAM SANEHI AND SONS L10 | SAMRIDDHI NIRMAN PVT. LTD. L3 | M/S A B INFRAZONE PRIVATE LIMITED L11 | M/S T.S.JAINA CONSTRUCTION L9 | M/s Kaiser Construction Engineers and Contractor L4 | M/s Raj Laxmi Enterprises L7 | SHIV KANT INFRATECH PVT. LTD. L13 | M/s Pradeep Pathak Contractor L8 | PRASHANT ASSOCIATE L5 | M/s Hanu Infrastructure Pvt Ltd L6 | SHREE RAM STONE SUPPLIERS PRIVATE LIMITED L2 | PRO CONSTRUCTION L1 | RAJEEV KUMAR CONTRACTOR PVT LTD L12 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing Road Land . 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. as per SOR SI No. 259 But Excluding GST | 31,000 | Sqm | 6 ₹1.9 L | 2 ₹62,000 | 5 ₹1.6 L | 15 ₹4.7 L | 3 ₹93,000 | 4 ₹1.2 L | 10 ₹3.1 L | 2 ₹62,000 | 1 ₹31,000 | 2 ₹62,000 | 2 ₹62,000 | 7 ₹2.2 L | 15.52 ₹4.8 L |
| 2.00 | Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. 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. (3.01 301)But Excluding GST | 16,150 | Cum | 50 ₹8.1 L | 30 ₹4.8 L | 40 ₹6.5 L | 60 ₹9.7 L | 100 ₹16.1 L | 50 ₹8.1 L | 70 ₹11.3 L | 100 ₹16.1 L | 50 ₹8.1 L | 40 ₹6.5 L | 20 ₹3.2 L | 57 ₹9.2 L | 106.7 ₹17.2 L |
| 3.00 | Construction of Embankment with material obtained from borrowpits : 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. ( 3.2&305)But Excluding GST | 73,500 | Cum | 120 ₹88.2 L | 50 ₹36.8 L | 100 ₹73.5 L | 90 ₹66.2 L | 100 ₹73.5 L | 80 ₹58.8 L | 100 ₹73.5 L | 100 ₹73.5 L | 25 ₹18.4 L | 50 ₹36.8 L | 40 ₹29.4 L | 67 ₹49.2 L | 184.3 ₹1.4 Cr |
| 4.00 | Construction of Embankment with Material obtained from Borrowpits (Lead 2Km.)Construction of embankment with approved material obtained from borrow pits with all lifts and leads with 2 Km, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.But Excluding GST | 6,700 | cum | 201 ₹13.5 L | 80 ₹5.4 L | 190 ₹12.7 L | 220 ₹14.7 L | 150 ₹10.1 L | 120 ₹8.0 L | 220 ₹14.7 L | 200 ₹13.4 L | 50 ₹3.4 L | 100 ₹6.7 L | 80 ₹5.4 L | 87 ₹5.8 L | 252.2 ₹16.9 L |
| 5.00 | Granular Sub-Base with Graded Material -Plant Mix Method (Table:- 400-1) 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 clause 401 But Excluding GST | 4,150 | Cum | 4,000 ₹1.7 Cr | 3,100 ₹1.3 Cr | 4,100 ₹1.7 Cr | 3,350 ₹1.4 Cr | 2,800 ₹1.2 Cr | 3,400 ₹1.4 Cr | 4,700 ₹2.0 Cr | 3,300 ₹1.4 Cr | 3,300 ₹1.4 Cr | 3,000 ₹1.2 Cr | 2,675 ₹1.1 Cr | 2,777 ₹1.2 Cr | 3,637.5 ₹1.5 Cr |
| 6.00 | Wet Mix Macadam (Plant Mix Method) 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.(4.14&406)But Excluding GST | 7,600 | Cum | 4,200 ₹3.2 Cr | 3,200 ₹2.4 Cr | 4,200 ₹3.2 Cr | 3,850 ₹2.9 Cr | 2,800 ₹2.1 Cr | 3,700 ₹2.8 Cr | 4,700 ₹3.6 Cr | 3,600 ₹2.7 Cr | 3,700 ₹2.8 Cr | 3,300 ₹2.5 Cr | 2,775 ₹2.1 Cr | 2,817 ₹2.1 Cr | 3,783 ₹2.9 Cr |
| 7.00 | Prime Coat over WMM/WBM-Providing and applying primer coat with SS2 grade Bitumen Emulsion SS-2 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.(5.1&502A)But Excluding GST | 22,085 | Sqm | 38 ₹8.4 L | 25 ₹5.5 L | 35 ₹7.7 L | 37 ₹8.2 L | 30 ₹6.6 L | 35 ₹7.7 L | 45 ₹9.9 L | 50 ₹11.0 L | 29 ₹6.4 L | 30 ₹6.6 L | 14 ₹3.1 L | 17 ₹3.8 L | 53.35 ₹11.8 L |
| 8.00 | Tack Coat on Bituminous surfaces (Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.) (5.2&503) ( For Existing Surface)But Excluding GST | 1,85,735 | Sqm | 12 ₹22.3 L | 7 ₹13.0 L | 12 ₹22.3 L | 15 ₹27.9 L | 10 ₹18.6 L | 12 ₹22.3 L | 15 ₹27.9 L | 15 ₹27.9 L | 7 ₹13.0 L | 8 ₹14.9 L | 10 ₹18.6 L | 7.77 ₹14.4 L | 16.49 ₹30.6 L |
| 9.00 | Open - Graded Premix Surfacing
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades.But Excluding GST | 12,995 | Sqm | 150 ₹19.5 L | 160 ₹20.8 L | 160 ₹20.8 L | 200 ₹26.0 L | 120 ₹15.6 L | 250 ₹32.5 L | 200 ₹26.0 L | 200 ₹26.0 L | 65 ₹8.4 L | 150 ₹19.5 L | 140 ₹18.2 L | 137 ₹17.8 L | 194 ₹25.2 L |
| 10.00 | Dense Graded Bituminous Macadam Grading -II
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 percent 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 MoRT&H specification clause No. 505 complete in all respects.But Excluding GST | 5,150 | Cum | 11,000 ₹5.7 Cr | 9,500 ₹4.9 Cr | 11,500 ₹5.9 Cr | 10,000 ₹5.2 Cr | 8,700 ₹4.5 Cr | 10,000 ₹5.2 Cr | 11,650 ₹6.0 Cr | 10,800 ₹5.6 Cr | 9,800 ₹5.0 Cr | 10,000 ₹5.2 Cr | 9,075 ₹4.7 Cr | 8,277 ₹4.3 Cr | 10,961 ₹5.6 Cr |
Tender Value
₹19.0 Cr
EMD Value
₹30 L
Closing Date
2 Apr 2026, 12:00 pmClosed
S.E.
Office of the Superintending Engineer Aligarh Circle PWD Aligarh
Widening and Strengthening work of Hindustan Liver Saroni Marahara Road ODR (With 5 Year Maintenance)
2026_CEALG_1130805_1
1735/Cashier Dt 19.03.2026
Open Tender
Civil Works - Roads
365 days
ETAH
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹30 L
Office of the Superintending Engineer Aligarh Cir
4 Jun 2026
27 Mar 2026
2 Apr 2026
27 Mar 2026
2 Apr 2026
27 Mar 2026
30 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Clearing and Grubbing Road Land . 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. as per SOR SI No. 259 But Excluding GST | |||||
Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. 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. (3.01 301)But Excluding GST | - | Cum | - | - | |
Construction of Embankment with material obtained from borrowpits : 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. ( 3.2&305)But Excluding GST | - | Cum | - | - | |
Construction of Embankment with Material obtained from Borrowpits (Lead 2Km.)Construction of embankment with approved material obtained from borrow pits with all lifts and leads with 2 Km, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.But Excluding GST | - | cum | - | - | |
Granular Sub-Base with Graded Material -Plant Mix Method (Table:- 400-1) 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 clause 401 But Excluding GST | - | Cum | - | - | |
Wet Mix Macadam (Plant Mix Method) 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.(4.14&406)But Excluding GST | - | Cum | - | - | |
Prime Coat over WMM/WBM-Providing and applying primer coat with SS2 grade Bitumen Emulsion SS-2 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.(5.1&502A)But Excluding GST | - | Sqm | - | - | |
Tack Coat on Bituminous surfaces (Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.) (5.2&503) ( For Existing Surface)But Excluding GST | - | Sqm | - | - | |
Open - Graded Premix Surfacing
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades.But Excluding GST | - | Sqm | - | - | |
Dense Graded Bituminous Macadam Grading -II
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 percent 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 MoRT&H specification clause No. 505 complete in all respects.But Excluding GST | - | Cum | - | - | |
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