Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.5 LAdmitted-Finance N A | NA | NA | 121004 | ₹13.5 L | L1 | Admitted-Finance |
| 2 | L2₹13.7 LAdmitted-Finance 344 SAKET COLONY ANSARI ROAD MUZAFFARNAGAR | SHAMLI | UTTAR PRADESH | 247771 | ₹13.7 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical 117 2 KAKA DEV KANPUR | KANPUR NAGAR | UTTAR PRADESH | 208001 | - | - | Rejected-Technical Disqualified |
| Sl No | Description | Qty | Unit | NEERAJ KUMAR RATHI L1 | raghuvanshi construction L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing thick bushes and thorny jungle without uprooting. | 369 | Sqm. | 5 ₹1,845 | 5 ₹1,845 |
| 2.00 | Scraping old painted surface including disposal of all scrapped materials. (by mechanical means). | 1,113.25 | Sqm. | 15 ₹16,698.75 | 10 ₹11,132.50 |
| 3.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 (with 45 mm - 63 mm size st. ballast) as per Technical Specification Clause 405 as per directed by Engineer-in-Charge with proper completion of the work. | 77.93 | Cum. | 3,800 ₹3.0 L | 4,000 ₹3.1 L |
| 4.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 (with 22.4 - 53 mm size st. ballast) as per Technical Specification Clause 405 as per directed by Engineer-in-Charge with proper completion of the work. | 83.49 | Cum. | 3,800 ₹3.2 L | 4,000 ₹3.3 L |
| 5.00 | Brick edging on both sides of the road of first class (M-150) brick on edge laid with mud mortar including labour and supply of bricks finished to the required templete and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-Charge. | 0.37 | /Km | 80,000 ₹29,520 | 75,000 ₹27,675 |
| 6.00 | Brick soling with brick laid on edge straight over burnt dry bricks including prepration of sub-grade and filling joints with local Sand, including cost of all material, labour and T&P etc. as per directed by Engineer-in-Charge with proper completion of the work. | 221.4 | Sqm. | 600 ₹1.3 L | 550 ₹1.2 L |
| 7.00 | Providing and applying primer coat with Bitumen emulsion (SS0-1) on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.70 Kg/Sqm using mechanical means as per Technical Specification Clause 502, as per directed by Engineer-in-Charge with proper completion of the work. | 1,113.25 | Sqm. | 60 ₹66,795 | 70 ₹77,927.50 |
| 8.00 | Providing and applying tack coat with Bitumen VG-10 using Bitumen distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. as per directed by Engineer-in-Charge with proper completion of the work. | 1,113.25 | Sqm. | 20 ₹22,265 | 20 ₹22,265 |
| 9.00 | 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. as per directed by Engineer-in-Charge with proper completion of the work. | 1,113.25 | Sqm. | 280 ₹3.1 L | 275 ₹3.1 L |
| 10.00 | Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. as per directed by Engineer-in-Charge with proper completion of the work. | 1,113.25 | Sqm. | 100 ₹1.1 L | 90 ₹1.0 L |
Tender Value
₹13.7 L
EMD Value
₹27,500
Closing Date
22 Apr 2026, 12:00 pmClosed
Executive Engineer
Flood Division Moradabad
Repair work of previously constructed damaged road between Km 17.000 to Km 17.369 on top of Hasanpur embankment Ist phase under Amroha Distt.
2026_UPIDC_1137736_1
01/EE/2026-27
Open Tender
Civil Works
Amroha
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹27,500
2 May 2026
16 Apr 2026
22 Apr 2026
16 Apr 2026
22 Apr 2026
16 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Clearing thick bushes and thorny jungle without uprooting. | - | Sqm. | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Scraping old painted surface including disposal of all scrapped materials. (by mechanical means). | - | Sqm. | - | - | BI01010001010000000000000515BI0100001113 |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 (with 45 mm - 63 mm size st. ballast) as per Technical Specification Clause 405 as per directed by Engineer-in-Charge with proper completion of the work. | 0.2 | Cum. | - | - | BI01010001010000000000000515BI0100001113 |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 (with 22.4 - 53 mm size st. ballast) as per Technical Specification Clause 405 as per directed by Engineer-in-Charge with proper completion of the work. | 0.6 | Cum. | - | - | BI01010001010000000000000515BI0100001113 |
| 5 | Brick edging on both sides of the road of first class (M-150) brick on edge laid with mud mortar including labour and supply of bricks finished to the required templete and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-Charge. | - | /Km | - | - | BI01010001010000000000000515BI0100001113 |
| 6 | Brick soling with brick laid on edge straight over burnt dry bricks including prepration of sub-grade and filling joints with local Sand, including cost of all material, labour and T&P etc. as per directed by Engineer-in-Charge with proper completion of the work. | - | Sqm. | - | - | BI01010001010000000000000515BI0100001113 |
| 7 | Providing and applying primer coat with Bitumen emulsion (SS0-1) on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.70 Kg/Sqm using mechanical means as per Technical Specification Clause 502, as per directed by Engineer-in-Charge with proper completion of the work. | - | Sqm. | - | - | BI01010001010000000000000515BI0100001113 |
| 8 | Providing and applying tack coat with Bitumen VG-10 using Bitumen distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. as per directed by Engineer-in-Charge with proper completion of the work. | - | Sqm. | - | - | BI01010001010000000000000515BI0100001113 |
| 9 | 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. as per directed by Engineer-in-Charge with proper completion of the work. | - | Sqm. | - | - | BI01010001010000000000000515BI0100001113 |
| 10 | Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. as per directed by Engineer-in-Charge with proper completion of the work. | - | Sqm. | - | - | BI01010001010000000000000515BI0100001113 |
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 14.62 MB
BOQ_2124464.xls
BOQ • 0.24 MB
Download all tender documents and submit your bid