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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 CrAccepted-AOC | ₹7.3 Cr | L1 | Accepted-AOC Found L1 |
| 2 | L2₹7.3 Cr+₹4.9 L (0.68%)Rejected-Finance KOTHI NO 6 CIVIL LINES OPP TB TOWER DISTRICT MORADABAD UTTAR PRADESH | MORADABAD | UTTAR PRADESH | 244001 | ₹7.3 Cr+₹4.9 L (0.68%) | L2 | Rejected-Finance Found L2 |
| 3 | Rejected-Technical SWAR ROAD NEAR SANKALP SCHOOL VILLAGE BADAPURA SHUMALI TEHSIL SADAR RAMPUR | - | - | Rejected-Technical Technical Bid Found Non-Responsive according Evalution sheet on Prahari. |
| Sl No | Description | Qty | Unit | M/S M A DEVELOPERS AND ENGINEERS L2 | M/S KUMAR INFRATECH L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation in Soil using Hydraulic Excavator CK 90; Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections. Sr. No. 3.6A Morth Sp-301 (All complete as per E/I) (Including all T&P, Labour, Material, Royalty Tax, labour cess etc but excluding GST) | 8,000 | Cum | 45 ₹3,60,000 | 25 ₹2,00,000 Lowest |
| 2.00 | 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. Sr. No. 3.17 Morth Sp-305 (All complete as per E/I) (Including all T&P, Labour, Material, Royalty Tax, labour cess etc but excluding GST) | 6,000 | Cum | 30 ₹1,80,000 Lowest | 50 ₹3,00,000 |
| 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. Sr. No. 3.16 Morth Sp-305...(In non-habitational length) (All complete as per E/I) (Including all T&P, Labour, Material, Royalty Tax, labour cess etc but excluding GST) | 8,000 | Cum | 70 ₹5,60,000 Lowest | 150 ₹12,00,000 |
| 4.00 | Construction of earthen shoulders with approved material obtained from borrow pitswith all lifts & leads, transporting to site, spreading, grading to required (All complete as per E/I) (Including all T&P, Labour, Material, Royalty Tax, labour cess etc but excluding GST) | 7,000 | Cum | 70 ₹4,90,000 Lowest | 150 ₹10,50,000 |
| 5.00 | Construction of granular sub-base by providing coarse 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 clause 401 (Including all T&P, Labour, Material, Royalty Tax, labour cess etc but excluding GST) | 3,500 | Cum | 2,400 ₹84,00,000 | 2,200 ₹77,00,000 Lowest |
| 6.00 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specifications including premixing the material with water of OMC in mechanical mix (Pug Mill), carriage of mixed material by tipper to site laying in uniform layers in sub-base/base course on a well prepared under base and compacting with power vibratory-roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc. Laying using grader (Including all T&P, Labour, Material, Royalty Tax, labour cess etc but excluding GST) | 3,000 | Cum | 2,550 ₹76,50,000 | 2,540 ₹76,20,000 Lowest |
| 7.00 | Providing and applying primer coat with emulsion on prepared surface of granular base including cleaning of roads surface and spraying primer at the rate of 0.70 kg. per sqm using mechanical means. (Including all T&P, Labour, Material, Royalty Tax, labour cess etc but excluding GST) | 15,000 | Sqm | 11 ₹1,65,000 Lowest | 20 ₹3,00,000 |
| 8.00 | Providing and laying dense graded bituminous macadam grading-1 with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.0 per cent 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 MoRTH specification clause No. 505 complete in all respects. (All complete as per E/I) (Including all T&P, Labour, Material, Royalty Tax, labour cess etc but excluding GST) | 1,350 | Cum | 7,550 ₹1,01,92,500 Lowest | 8,200 ₹1,10,70,000 |
| 9.00 | Providing and laying dense graded bituminous macadam grading-2 with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5 per cent 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 MoRTH specification clause No. 505 complete in all respects. (All complete as per E/I) (Including all T&P, Labour, Material, Royalty Tax, labour cess etc but excluding GST) | 920 | Cum | 7,850 ₹72,22,000 Lowest | 8,500 ₹78,20,000 |
| 10.00 | Providing and applying tack coat with Bitumen VG-10 using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface.(All complete as per E/I) (Including all T&P, Labour, Material, Royalty Tax, labour cess etc but excluding GST) | 79,000 | Sqm | 11 ₹8,69,000 | 10 ₹7,90,000 Lowest |
Tender Value
₹9 Cr
EMD Value
₹18 L
Closing Date
15 Dec 2025, 12:00 pmClosed
SUPERINTENDING ENGINEER RAMPUR CIRCLE PWD RAMPUR
SUPERINTENDING ENGINEER RAMPUR CIRCLE PWD RAMPUR
Widening and strengthening of the Bilaspur City road in Financial Year 2025-26
2025_CEMBD_1097416_1
6026/ETEN_RC/25_26_D_06_10_25
Open Tender
Civil Works - Roads
Item Wise
365 days
rampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹18 L
Yes
SUPERINTENDING ENGINEER RAMPUR CIRCLE PWD RAMPUR
16 May 2026
9 Dec 2025
15 Dec 2025
9 Dec 2025
15 Dec 2025
9 Dec 2025
12 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Excavation in Soil using Hydraulic Excavator CK 90; Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections. Sr. No. 3.6A Morth Sp-301 (All complete as per E/I) (Including all T&P, Labour, Material, Royalty Tax, labour cess etc but excluding GST) | 8,000 | Cum | - | - |
| - | 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. Sr. No. 3.17 Morth Sp-305 (All complete as per E/I) (Including all T&P, Labour, Material, Royalty Tax, labour cess etc but excluding GST) | 6,000 | 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. Sr. No. 3.16 Morth Sp-305...(In non-habitational length) (All complete as per E/I) (Including all T&P, Labour, Material, Royalty Tax, labour cess etc but excluding GST) | 8,000 | Cum | - | - |
| - | Construction of earthen shoulders with approved material obtained from borrow pitswith all lifts & leads, transporting to site, spreading, grading to required (All complete as per E/I) (Including all T&P, Labour, Material, Royalty Tax, labour cess etc but excluding GST) | 7,000 | Cum | - | - |
| - | Construction of granular sub-base by providing coarse 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 clause 401 (Including all T&P, Labour, Material, Royalty Tax, labour cess etc but excluding GST) | 3,500 | Cum | - | - |
| - | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specifications including premixing the material with water of OMC in mechanical mix (Pug Mill), carriage of mixed material by tipper to site laying in uniform layers in sub-base/base course on a well prepared under base and compacting with power vibratory-roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc. Laying using grader (Including all T&P, Labour, Material, Royalty Tax, labour cess etc but excluding GST) | 3,000 | Cum | - | - |
| - | Providing and applying primer coat with emulsion on prepared surface of granular base including cleaning of roads surface and spraying primer at the rate of 0.70 kg. per sqm using mechanical means. (Including all T&P, Labour, Material, Royalty Tax, labour cess etc but excluding GST) | 15,000 | Sqm | - | - |
| - | Providing and laying dense graded bituminous macadam grading-1 with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.0 per cent 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 MoRTH specification clause No. 505 complete in all respects. (All complete as per E/I) (Including all T&P, Labour, Material, Royalty Tax, labour cess etc but excluding GST) | 1,350 | Cum | - | - |
| - | Providing and laying dense graded bituminous macadam grading-2 with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5 per cent 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 MoRTH specification clause No. 505 complete in all respects. (All complete as per E/I) (Including all T&P, Labour, Material, Royalty Tax, labour cess etc but excluding GST) | 920 | Cum | - | - |
| - | Providing and applying tack coat with Bitumen VG-10 using pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface.(All complete as per E/I) (Including all T&P, Labour, Material, Royalty Tax, labour cess etc but excluding GST) | 79,000 | Sqm | - | - |
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