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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 CrAccepted-AOC | ₹9.3 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹10.5 Cr+₹1.3 Cr (13.7%)Rejected-Finance MOHSINPUR MANSURPUR AKBARPUR AMBEDKAR NAGAR | ₹10.5 Cr+₹1.3 Cr (13.7%) | L2 | Rejected-Finance Rejected Being Higher Rates |
| 3 | L3₹10.7 Cr+₹1.4 Cr (15.1%)Rejected-Finance | ₹10.7 Cr+₹1.4 Cr (15.1%) | L3 | Rejected-Finance Rejected Being Higher Rates |
| 4 | L4₹10.9 Cr+₹1.7 Cr (18.1%)Rejected-Finance | ₹10.9 Cr+₹1.7 Cr (18.1%) | L4 | Rejected-Finance Rejected Being Higher Rates |
| 5 | L5₹11.0 Cr+₹1.8 Cr (19.0%)Rejected-Finance 00 AGRA AGRA UTTAR PRADESH 282001 | AGRA | UTTAR PRADESH | 282001 | ₹11.0 Cr+₹1.8 Cr (19.0%) | L5 | Rejected-Finance Rejected Being Higher Rates |
| Sl No | Description | Qty | Unit | M/s Ram Singh Agarwal L4 | M/S A.S.TRADERS L3 | A B ASSOCIATES L7 | surya construction co. L2 | M/S ABHINAV CONTRACTORS L6 | M/s S.K.Enterprises L1 | M/S PAWAN KUMAR L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 26,740 | Sqm | 5 ₹1,33,700 Lowest | 5.5 ₹1,47,070 | 10 ₹2,67,400 | 6 ₹1,60,440 | 8 ₹2,13,920 | 12.58 ₹3,36,389.2 | 8 ₹2,13,920 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the. All kinds of soil. As Per SOR Ch-07 item no-2.8. | 5,505 | Cum | 50 ₹2,75,250 | 85 ₹4,67,925 | 75 ₹4,12,875 | 40 ₹2,20,200 Lowest | 100 ₹5,50,500 | 118.09 ₹6,50,085.45 | 55 ₹3,02,775 |
| 3.00 | Construction of Subgrade with Material Obtained from Borrow Pits (For Carted Earth Work)
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 as per SOR Chap-25 Item No. 15 | 2,900 | Cum | 395 ₹11,45,500 | 65 ₹1,88,500 | 300 ₹8,70,000 | 35 ₹1,01,500 Lowest | 80 ₹2,32,000 | 72.96 ₹2,11,584 | 55 ₹1,59,500 |
| 4.00 | 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 | 10,861 | Cum | 2,850 ₹3,09,53,850 | 3,050 ₹3,31,26,050 | 2,800 ₹3,04,10,800 | 2,900 ₹3,14,96,900 | 3,000 ₹3,25,83,000 | 2,580.63 ₹2,80,28,222.43 | 2,000 ₹2,17,22,000 Lowest |
| 5.00 | Providing and laying of interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B.) | 4,650 | Sqm | 715 ₹33,24,750 | 570 ₹26,50,500 | 900 ₹41,85,000 | 515 ₹23,94,750 | 600 ₹27,90,000 | 424.65 ₹19,74,622.5 Lowest | 550 ₹25,57,500 |
| 6.00 | 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORT&H Specification 406 | 4,789 | Cum | 3,300 ₹1,58,03,700 | 3,250 ₹1,55,64,250 | 3,500 ₹1,67,61,500 | 2,900 ₹1,38,88,100 | 3,700 ₹1,77,19,300 | 2,768.51 ₹1,32,58,394.39 Lowest | 3,000 ₹1,43,67,000 |
| 7.00 | Providing and applying primer coat with SS-2 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. As per MORT&H Specification No 502. | 48,275 | Sqm | 20 ₹9,65,500 | 15 ₹7,24,125 Lowest | 35 ₹16,89,625 | 18 ₹8,68,950 | 22 ₹10,62,050 | 23.68 ₹11,43,152 | 30 ₹14,48,250 |
| 8.00 | 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 surface cleaned with mechanical broom. As per MORT&H Specification No 503. | 48,794 | Sqm | 9 ₹4,39,146 | 9.5 ₹4,63,543 | 15 ₹7,31,910 | 8 ₹3,90,352 | 7 ₹3,41,558 | 6.65 ₹3,24,480.1 Lowest | 9 ₹4,39,146 |
| 9.00 | Providing and laying dense graded bituminous macadam with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. | 3,096 | Cum | 8,700 ₹2,69,35,200 | 8,050 ₹2,49,22,800 | 9,500 ₹2,94,12,000 | 8,900 ₹2,75,54,400 | 9,200 ₹2,84,83,200 | 6,651.52 ₹2,05,93,105.92 Lowest | 8,800 ₹2,72,44,800 |
| 10.00 | Providing and laying bituminous concrete with higher capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | 1,534 | Cum | 9,650 ₹1,48,03,100 | 9,650 ₹1,48,03,100 | 10,500 ₹1,61,07,000 | 9,300 ₹1,42,66,200 | 10,000 ₹1,53,40,000 | 7,502.17 ₹1,15,08,328.78 Lowest | 9,500 ₹1,45,73,000 |
Tender Value
₹14.7 Cr
EMD Value
₹29.5 L
Closing Date
5 Dec 2025, 12:00 pmClosed
SE Lucknow Circle PWD Lucknow
Office of the SE Lucknow Circle PWD Lucknow
Widening and Strengthening of Sitapur Road to Faijullaganj- Altafkheda- Tikwanala- Dhatingra Road Ch 6-450 to 16-000 in Lucknow District
2025_CEUCZ_1093579_1
6402/523 C (PDL) Lko.Cir./2025-26 Dated 01.11.2025
Open Tender
Civil Works - Roads
Item Wise
365 days
Lucknow
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹29.5 L
Office of the SE Lucknow Circle PWD Lucknow
12 Mar 2026
25 Nov 2025
5 Dec 2025
25 Nov 2025
5 Dec 2025
25 Nov 2025
25 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | - | Sqm | 21 | - |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the. All kinds of soil. As Per SOR Ch-07 item no-2.8. | - | Cum | 197 | - |
| 3 | Construction of Subgrade with Material Obtained from Borrow Pits (For Carted Earth Work)
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 as per SOR Chap-25 Item No. 15 | - | Cum | 120 | - |
| 4 | 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 | - | Cum | 4,305.01 | - |
| 5 | Providing and laying of interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B.) | - | Sqm | 708.39 | - |
| 6 | 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORT&H Specification 406 | - | Cum | 4,618.42 | - |
| 7 | Providing and applying primer coat with SS-2 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. As per MORT&H Specification No 502. | - | Sqm | 39.52 | - |
| 8 | 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 surface cleaned with mechanical broom. As per MORT&H Specification No 503. | - | Sqm | 11.1 | - |
| 9 | Providing and laying dense graded bituminous macadam with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. | - | Cum | 11,096.04 | - |
| 10 | Providing and laying bituminous concrete with higher capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects | - | Cum | 12,515.11 | - |
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